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HomeMy WebLinkAboutTruss Drawing i .3 ,,
1' Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
i—1 ROOF These truss designs rely on lumber values established by others.
*"'TRUSSES
A FLORIDA CORPORATION
RE`'JoU XCAS6519DS A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce,FL 34946
Site Information:
Customer Info: CALATLANTIC HOMES-S FL DIVISION Project Name: MASTER MODELS
Lot/IBlock: Model: 6519
Addt-ess: Subdivision:
City: County: Broward State: FL
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City:
General Truss Engineering Criteria Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.0
Wind Code:ASCE 7-10 Wind Speed: 170 MPH
Roof Load:45.0 psf Floor Load: 0.0 psf
This package includes 105 individual,dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet,I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No. Seal# Truss Name Date No. Seal# Truss Name Date No. Seal# Truss Name Date
1 A0187929 A01 2/22/17 13 A0187941 A13 2/22/17 25 A0187953 A25 2/22/17
2 A0187930 A02 2/22/17 14 A0187942 A14 2/22/17 26 A0187954 A26 2/22/17
3 A0187931 A03 2/22/17 15 A0187943 A15 2/22/17 27 A0187955 A27 2/22/17
4 A0187932 A04 2/22/17 16 A0187944 A16 2122/17 28 A0187956 A28G 2/22/17
5 A0187933 A05 2/22/17 17 A0187945 A17 2/22/17 29 A0187957 1301 2/22/17
6 A0187934 A06 2/22/17 18 A0187946 A18 2/22/17 30 A0187958 B02 2122/17
7 A0187935 A07 2122/17 19 A0187947 A19 2/22/17 31 A0187959 B03 2/22/17
8 A0187936 A08 2/22/17 20 A0187948 A20 2/22/17 32 A0187960 B04 2/22/17
9 A0187937 A09 2/22/17 21 A0187949 A21 G 2/22/17 33 A0187961 B05 2/22117
j 10 A0187938 A10 2/22/17 22 A0187950 A22G 2/22/17 34 A0187962 B06 2/22/17
11 A0187939 All 2/22/17 23 A0187951 A23 2122/17 35 A0187963 B07 2/22/17
12 IA0187940 I Al2 2/22/17 24 IA0187952 I A24 2/22/17 1 36 1 A0187964 1 608 2/22/17
The truss drawings)referenced have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided byA-1 Roof Trusses,
Ltd.
Truss Design Engineer's Name: Anthony Tombo III --...... - -- --- -
My license renewal date for the state of Florida is February 28,2017.
bb A
NOTE.-The seal on these drawings indicate acceptance of professional y!! ,�{ ��•� � �,
engineering responsibility solely for the truss components shown. ®$ � "'• *�
The suitability and use of components for any particular building is the responsibility of the ,'tea $��•`;4 a° �. +,�
building dvigner,perANSI/TPI-1 Sec.2.
The Truss Design Drawing(s)(rDD[s])referenced have been prepared based on the �: � 1 '• i
construction ctcuments(also referred to at times as'Structural Engineering Documents a 4
provided bytfii;Building Designer indicating the nature and character ofthe work. •� ��-
The design'criteria therein have been transferred to Anthony Tombo III PE by[Al Roof j r ,• .
Trusses or specific location]. These TDDs(also referred to at times as'Structural i :w
ore v-e—i by aw,anr r ,b a► '�;
Engineering Documents)are specialty structural component designs and may be part of the E ^ • `� `�� 1�,;
I
project's deferred or phased submittals. As a uss Design Engineer(i.e.,Specialf;thony T.Tombo III p Ec OF �sr�y •, •,• ��
4 am.•
e I arim+%=a ua amw i�� '
Engineer),the seal here and on the TDD rep r se is an acceptance of professional ? m�
engineering responsibility for the design of th single Truss depicted on the TDD only. TheGgb'�b
Building Designer is responsible for and shall oordinate and review the TDDs for
compatibility with their written engineering req irements. Please review all TDDs and all Anthony Tombo Ill,P.E. SER T 1§jx
related notes. /
3B BC2 2100 Q 00 00C>22°7,D,F
........_ ..... _. _..._..
OPT
Page 1 of 2
Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3
A-1 ROOF These truss designs rely on lumber values established by others.
TRU55E5 `
A FLORIDA CORPORATION
RE:Job XCAS6519DS
No. Seal# Truss Name Date No. Seal# Truss Name Date _
37 A0187965 B09 2/22/17 75 A0188003 E09 2/22/17
38 A0187966 B10 2/22/17 76 A0188004 E10 2/22/17
39 A0187967 B10A 2122/17 77 A0188005 Ell 2122/17
40 A0187968 Bll 2/22/17 78 A0188006 FG01 2/22/17
41 A0187969 B12 2/22/17 79 A0188007 FG02 2122/17
42 A0187970 B13 2122/17 80 A0188008 FG03 2/22/17
43 A0187971 B14 2/22/17 81 A0188009 HA 2/22/17
44 IA0187972 B15 2/22/17 82 A0188010 ME 2122/17
45 A0187973 616 2/22/17 83 A0188011 HJ3F 2/22/17
46 A0187974 B17 2/22/17 84 A0188012 HJ3P 2/22/17
47 A0187975 B18 2/22/17 85 A0188013 HA 2122/17
48 A0187976 B19 2/22/17 86 A0188014 HJ5 2/22/17
49 A0187977 B21 G 2/22117 87 A0188015 HJ7 2/22/17
50 A0187978 B22 2/22/17 88 A0188016 HJ7C 2/22/17
51 A0187979 B23 2/22/17 89 A0188017 J3 2/22/17
52 A0187980 C01 2/22/17 90 A0188018 J3E 2/22/17
53 A0187981 C12 2/22/17 91 A0188019 J3P 2/22/17
54 A0187982 C13 2/22/17 92 A0188020 J5 2122/17
55 A0187983 C14 2/22/17 93 A0188021 J5G 2/22117
56 A0187984 C15 2/22/17 94 A0188022 J7 2/22/17
57 A0187985 C16 2/22/17 1 95 A0188023 HC 2/22/17
58 A0187986 CA 2/22/17 96 A0188024 RG 2/22/17
59 A0187987 CJ1C 2/22/17 97 A0188025 VM10 2/22/17
60 A0187988 CAR 2/22/17 98 A0188026 VM12 2/22/17
61 A0187989 CJ3 2/22/17 99 A0188027 VM14 2/22/17
62 A0187990 CJ3C 2/22/17 100 A0188028 VM2 2/22/17
63 A0187991 CJ5 2/22/17 101 A0188029 VM4 2/22/17
64 A0187992 CJ5C 2/22/17 102 A0188030 VM6 2/22/17
65 A0187993 D01 2/22/17 103 A0188031 VM7 2/22/17
66 A0187994 D02 2/22/17 104 A0188032 VM7A 2/22/17
67 A0187995 -DO 2/22/17 105 A0188033 VM8 2/22/17
68 A0187996 E01- 2/22/17
69 A0187997 E02 2/22117
70 A0187998 _E03 2/22/17 ;
71 A0187999_ E05 2/22/1T
72 A0188000 E06 - -2/22F17,
�r
73 A0188001 E07 2122/17
74 A0188002 . - E08 k2117
Page 2 of 2
i Job Truss Truss Type Oty PIY
XCAS6519DS A01 ROOF SPECIAL GIRDER 1 A0187929
r- 2
Job Reference o tional
1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:00 2017 Page 1
ID:91ftG OBvLYIHkWNQ51ANUyEl5q-vYl_oLMpw3TjvvwmJMsCyCP9utO2lgRpG?8—FAzhyp9
14-0 7-0-0 12 4-0 17-8-0 21-2 0 26-0-8 310-0
1 4-0 7-0-0 5 4-0 5-4-0 3-6-0 4-10-8 4-11-8
ti Dead Load Defl.=1/2 in
4x4=
4.00 12 5x6- 1.5x4 11 4x8= 6
4 >j7
4
24 4x6
81.5X4 112 9
2526 o t
27 15 28 29 30 14 13 12 31 11 32 10 33
3z8=
2x4 II 3x8= 5x6 WB= 1.5x4 II 3x8= 1.5x4 11 4x10 li
7-0-0 12�-0 1711 21-2-0 26-0-8 31-0-0
7-0-0 5-4-0 5-4-0 3-6-04-11-8
Plate Offsets(X Y)— [2:0-7-9 0-0-131 [3:0-14 0-2-8] [5:0-5-0 0-2-0] [9:0-6-12 0-0-111
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.26 14-15 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.74 14-15 >506 240
BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.13 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.37 14-15 >999 240 Weight:329 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30'Except* 12)Hanger(s)or other connection device(s)shall be
T3:2x4 SP No.2 WEBS provided sufficient to support concentrated load(s)299
BOT CHORD 2x4 SP M 30`Except` 3-15=-356/812,3-14=-841/2277, lb down and 205 lb up at 7-0-0,and 196 Ib down and
B1:2x6 SP 2400F 2.0E 4-14=-490/279,5-14=-1086/2143, 89 111 up at 9-0-12 on top chord,and 364 lb down and
WEBS 2x4 SP No.3 5-11=-3820/1662,6-11=-963/2440, 280 lb up at 7-0-0,and 97 lb down and 106 lb up at
OTHERS 2x4 SP No.3 7-11=-306/621,7-10=-261/185 9-0-12,and 1499 lb down and 638 lb up at 10-7-4 on
WEDGE bottom chord. The design/selection of such
Left:2x4 SP No.3 NOTES- connection device(s)is the responsibility of others.
SLIDER 1)2-ply truss to be connected together with 10d
BRACING- (0.131•k3")nails as follows:
TOP CHORD Top chords connected as follows:2x4-1 row at 0-9-0 LOAD CASE(S)
Structural wood sheathing directly applied or 4-6-7 oc oc. Standard
purlins. Bottom chords connected as follows:2x6-2 rows 1)Dead+Roof Live(balanced):Lumber Increase=1.25
BOT CHORD staggered at 0-7-0 oc,2x4-1 row at 0-9-0 oc. Plate Increase=1.25
Rigid ceiling directly applied or 9-1-5 oc bracing. Webs connected as follows:2x4-1 row at 0-9-0 oc. Uniform Loads(plf)
2)All loads are considered equally applied to all plies, Vert:1-3=-70,3-5=-70,5-6=-70,6-9=-70,17-21=-20
REACTIONS. (lb/size) except if noted as front(F)or back(B)face in the Concentrated Loads(lb)
9 = 2095/Mechanical LOAD CASE(S)section.Ply to ply connections have Vert:3=-203(B)15=-364(B)24=-156(B)28=-49(B)
2 = 3058/0-8-0 (min.0-1-8) been provided to distribute only loads noted as(F)or 30=-1499(B)
Max Horz (B),unless otherwise indicated.
2 = 99(LC 8) 3)Unbalanced roof live loads have been considered
Max Uplift for this design.
9 = -763(LC 4) 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)
2 = -1376(LC 4) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Max Grav h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
9 = 2095(LC 1) (envelope);Lumber DOL=1.25 plate grip DOL=1.25
2 = 3058(LC 1) 5)Provide adequate drainage to prevent water
ponding.
FORCES. (lb) 6)Plates checked for a plus or minus 0 degree
Max.Comp./Max.Ten.-All forces 250(lb)or less except rotation about its center.
when shown. 7)This truss has been designed for a 10.0 psf bottom
TOP CHORD chord live load nonconcurrent with any other live
2-3=-7497/3242,3-24=-9098/3887, loads.
4-24=,9098/3887,4-5=-9098/3887, 8)`This truss has been designed for a live load of
5-6=-44,35/1837,6-7=-4527/1833, 20.Opsf on the bottom chord in all areas where a
7-8=4 18/1598,8-9=-897/302 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD bottom chord and any other members.
2-25=-3046/7015,25-26=-3046/7015, 9)Refer to girder(s)for truss to truss connections.
26-27==304617015,15-27=-3046/7015, 10)Provide mechanical connection(by others)of truss
15-28=-3065f7055,28-29=-3065/7055, to bearing plate capable of withstanding 763 lb uplift at
29-30=-3065/7055,14-30=-3065/7055, joint 9 and 1376 lb uplift at joint 2.
13-14=-2944/7292,12-13=-2943/7287, 11)This truss has been designed for a moving
12-31=-2952/7299,11-31=-2952/7299, concentrated load of 200.01b live located at all mid
11-32=-1437/3877,10-32=-1437/3877, panels and at all panel points along the Bottom Chord,
10-33=-1437/3877,9-33=-1437/3877 nonconcurrent with any other live loads.
WEBS
3-15=-356/812,3-14=-841/2277,
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vd,i uRIV,ovivititi AtX Ii+M.)titn wi.lp;eluae a recslry igi y es sef to fisI, I14 If trllp kris gnt%=trnl iq#+ ywilfv ..AnthomyT T66156 ti,111-.
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'tMOj rS LMfitUiG{(}]y(.�t5ti[dllltlr'Safkrttx4:2fWru#ifdF!W$ {fSjAf<$dtYIS4[&`FAN1!SPrySi151.1t nF{$l.ltltslotudhrra"d-idncrl�SSRnfIKr,lYSNtttlA.Sra,rfSetS�ft_7R3rYRfitit @l.rtSY.Sti.'t"YniiSS ,Lu6
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� Copyrsg+t�il7bA1�Peftretses-:Anl6ezp t.lnm5l III,P.E:K Piodustion at ltrt damsenf I4 ody'f a st pidAi6hid d6e¢t thi wriMe9 ymmnircetipm A-1 feslTniieslArl6apf1aec5eilL:Pt
i
� t
Job Truss Truss Type Qty ply _ }
XCAS6519DS A02 HIP 1 1 A0187930
LbReferiance(optional) �
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:01 2017 Pam 1 ff
ID:91 ftG_OBvLYIHkWNQ51 ANUyEI5q-NIsM?hNRhNbaX3Vzt4NRVQyIH HgXU G4zVftX,}czhyp8
14-0 9-0-0 15-10-0 22-8-0 31-0-0
114-0 9-0-0 6-10-0 6-10-0 8-4-0
Dead Load Deft.=7416 in
4.00 12 4x8 1.5x4 11 4x8=
4 2526 6
27
4x6
4x6 Z
ci 3 23 0
1.5x4 11 2 7 8 2E>r
1 `2, 1,
`o
29 30 11 31 10 32 9 33
5x6 11 1.5x4 11 5x8= 1.5x4 11 4x10 11
9-0-0 15-10-O 22-8-0 31-0-0
9-0-0 6-10-0 6-10-0 8-4-0
Plate Offsets(X,Y)— [2:0-4-5,Edge),[4:0-5-0,0-2-01,[6:0-5-0,0-2-01,[8:0-7-0,Edge),[10:0-2-12,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.24 10-11 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.65 10-11 >575 240
BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.19 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.26 9-10 >999 240 Weight:144 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except`
T3:2x4 SP M 31 BOT CHORD
BOT CHORD 2x4 SP M 30`Except` 2-29=-1594/2564,2-30=-1594/2564,
B1:2x4 SP No.2 11-30=-1594l2564,11-31=-1592/2570,
WEBS 2x4 SP No.3 10-31=-1592/2570,10-32=-1504/2494,
OTHERS 2x4 SP No.3 9-32=-1504/2494,9-33=-1508/2491,
SLIDER 8-33=-1508/2491
Left 2x6 SP No.2 3-0-0, WEBS
Right 2x6 SP No.2 2-0-0 4-11=0/324,4-10=-536/918,
BRACING- 5-10=-567/503,6-10=-516/964,
TOP CHORD 6-9=0/289
Structural wood sheathing directly applied or 2-2-0 oc
purlins. NOTES-
' BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 2-2-0 oc bracing. for this design.
MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;
accordance with Stabilizer Installation guide. h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)-1-4-0 to 3-10-3,
REACTIONS. (lb/size) Interior(1)3-10-3 to 9-0-0,Exterior(2)9-0-0 to
8 = 1377/Mechanical 29-11-15,Interior(1)29-11-15 to 31-0-0 zone;C-C for
2 = 1507/0-8-0 (min.0-1-12) members and forces&MWFRS for reactions shown;
Max Horz Lumber DOL=1.25 plate grip DOL=1.25
2 = 89(LC 12) 3)Provide adequate drainage to prevent water
onding.
8 Max Uplift -527(LC 9) 4)Plates checked for a plus or minus 0 degree
2 = -640(LC 8) rotation about its center.
Max Grav 5)This truss has been designed for a 10.0 psf bottom
8 = 1377(LC 1) chord live load nonconcurrent with any other live
2 = 1507(LC 1) loads.
6)`This truss has been designed for a live load of
FORCES. (lb) 20.Opsf on the bottom chord in all areas where a
Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the
when shown. bottom chord and any other members.
TOP CHORD 7)Refer to girder(s)for truss to truss connections.
by others)of truss 8)Provide mechanical connection !>
2-23=-755l211,3-23=-751/214, (
3-24=-2784/1802,4-24=-2703/1822, to bearing plate capable of withstanding 527 lb uplift at
4-25=-3254l2208,5-25=-3254/2208, joint 8 and 640 lb uplift at joint 2.
5-26=-3227/2184,6-26=-3227/2184, 9)This truss has been designed for a moving
6-27=-2626/1757,7-27=-2720/1736, concentrated load of 200.01b live located at all mid
7-28=-607/0,8-28=-614/0 panels and at all panel points along the Bottom Chord,
BOT CHORD nonconcurrent with any other live loads.
2-29=-1594/2564,2-30=-1594/2564,
11-30=-1594/2564,11-31=-1592l2570,
10-31=-1592/2570,10-32=-1504/2494, LOAD CASE(S)
9-32=-1504/2494,9-33=-1508/2491, Standard
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i Fbrt P erce FL 34946,
� in b Et�?.1QIbAlRaal LettcS Amfic:{lam6e III P,E.a iodu¢t as a}I�is dotomecf nan sat¢s rah:biSed adezllh'e xrt?tn trmgziitc;inm A-1 iaaf lmsser:AnlSca l.icc56111,_P.E
Jm
Job Truss Truss Type Qty Ply
A0187931
'r XCAS6519DS A03 HIP 1 1
• Job Reference(optional)
`k1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:02 2017 Page 1
ID:91 ftG—OBvLYIHkW NQ51 AN UyElSq-rxPkDl O3SgjR8D49Rnugl dVTFg52DnQ6jJd5K3zhyp7
14-0 6-6-11 11-0-0 15-10-0 20-8-0 25-1-5 31-0-0
1 4-0 6 6-11 4-5-5 4-10-0 4-10-0 4-5-5 5-10-11
Dead Load Defl.=7116 in
4x4= 4x4=
3x4=
4.00 12 5 27 28 7
1.5x4 1.5x4 ]
4 829
4x6 s 25 26 30 4x8
3 9 v
1.5x4 II 2 10
_ o
31 32 13 12 11 33
5x6 II 3x8= 5x10 MT20HS= 3x8= 4x10 II
E 11-M ; 20-M 31-0-0
11-0-0 9-8-0 10-4:=0
Plate Offsets(X Y)— [2:0-4-5 Edge] 15:0-2-4 0-2-4] [7:0-2-4 0-2-41 [10:0-7-0 Edge]
LOADING(pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.42 11-13 >892 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.88 11-13 >421 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.16 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.3111-13 >999 240 Weight:152lb FT=0
LUMBER-
TOP CHORD 2x4 SP M 30`Except`
T2:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP M 30 2-31=-1784/2604,2-32=-1784/2604,
WEBS 2x4 SP No.3 13-32=-1784/2604,12-13=-1634/2611,
OTHERS 2x4 SP No.3 11-12=-1634/2611,11-33=-1664/2501,
SLIDER 10-33=-1664/2501
Left 2x6 SP No.2 2-6-0, WEBS
Right 2x6 SP No.2 2-0-0 4-13=-254/370,5-13=-212/484,
BRACING- 6-13=-370/324,6-11=-410/335,
TOP CHORD 7-11=-223/461,8-11=-1 75/317
Structural wood sheathing directly applied or 2-5-14 oc
purlins. NOTES-
, BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 5-4-0 oc bracing. for this design.
MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vu1t=170mph(3-second gust)
cross bracing be installed during truss erection,in
Vasd=132m h;HVHZ;TCDL=5.0 sf,,BCDL=5.0 sf-,
accordance with Stabilizer Installation guide. h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)AA-0 to 4-0-5,
REACTIONS. (lb/size) Interior(1)4-0-5 toll-0-0,Exterior(2)11-0-0 to 28-3-0,
10 = 1377/Mechanical Interior(1)28-3-0 to 31-0-0 zone;C-C for members and
2 = 1507/0-8-0 (min.0-1-12) forces&MWFRS for reactions shown;Lumber
Max Horz DOL=1.25 plate grip DOL=1.25
2 = 103(LC 12) 3)Provide adequate drainage to prevent water
onding.
10 Uplift -517(LC 9) 4)All plates are MT20 plates unless otherwise
2 = -631(LC 8) indicated.
Max Grav 5)Plates checked for a plus or minus 0 degree
10 = 1377(LC 1) rotation about its center.
2 = 1507(LC 1) 6)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
FORCES. (lb) loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 7)'This truss has been designed for a live load of
when shown. 20.Opsf on the bottom chord in all areas where a
TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2-3=-8*7/135,3-25=-2826/1969, bottom chord and any other members.
25-26=-2799/1973,4-26=-2745/1981, 8)Refer to girder(s)for truss to truss connections.
4-5=-2567/1741,5-27=-2421/1725, 9)Provide mechanical connection(by others)of truss
6-27=-2421/1725,6-28=-2388/1671, to bearing plate capable of withstanding 517 lb uplift at
7-28=-2388/1671,7-8=-252811682, joint 10 and 631 lb uplift atjoint 2.
8-29=-2639/1886,29-30=-2704/1885, 10)This truss has been designed for a moving
9-30=-2729/1874,9-10=-792/18 concentrated load of 200.0Ib live located at all mid
BOT CHORD panels and at all panel points along the Bottom Chord,
2-31=-1784/2604,2-32=-1784/2604, nonconcurrent with any other live loads.
13-32=-1784/2604,12-13=-1634/2611,
11-12=-1634/2611,11-33=-1664/2501,
10-33=-1664/2501 LOAD CASE(S)
Standard
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Job Truss Truss Type Qty ply
XCAS6519DS A04 HIP 1 1
A0187932 �
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:02 2017 P�9e '
ID:91ftG 0BvLYIHkWNQ51ANUyEl5q-rxPkD103SgjR8D49Rnug1dVV1g31DnO6jJd51<s<hyp7
1�-0 6-2-4 12-0-8 19-78 25-5-12 31-0-0
1 4-0 6-2 4 5 10 4 7-7-0 5-10� 5-6 4
4x8
Dead Load Defl._U16 in
=
4x6=
4.00 F12 5 6
� i
3x4; 3x4 zz� -
4 4 7
4x6 26 27 4x6
3 g iv
1.5x4 II 2 I
_
1 _- 9
of
28 29 14 30 13 12 11 31 10 32
Sx6 II
1.5x4 II 3x4= 5x6 WB= 3x8= 1.5x4 II 4x10 II
6-2 4 12-0-8 19-7-8 25-5A2 31-0-0
6-2-4 5 10 4 7-7-0 5-10-4 5-64
Plate Offsets(X,Y)— [2:0-4-5,Edge1,[5:0-5-0,0-2-01,[6:0-3-4,0-2-41,[9:0-7-0,Edge1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.18 11-13 >999 360 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.52 11-13 >720 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.31 Horz(TL) 0.16 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.24 10-11 >999 240 Weight:159 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3 2-28=-1765/2619,2-29=-1765/2619,
OTHERS 2x4 SP No.3 14-29=-1765/2619,14-30=-1765/2619,
SLIDER 13-30=-1765/2619,12-13=-1449/2331,
Left 2x6 SP No.2 2-6-0, 11-12=-1449/2331,11-31=-1 626/2497,
Right 2x6 SP No.2 2-0-0 10-31=-1626/2497,10-32=-1626/2497,
BRACING- 9-32=-1626/2497
TOP CHORD WEBS
Structural wood sheathing directly applied or 3-0-5 oc 4-13=-395/343,5-13=-78/401,
purlins. 6-11=-82/369,7-11=-311/266
BOTCHORD
Rigid ceiling directly applied or 5-2-10 oc bracing. NOTES-
WEBS 1)Unbalanced roof live loads have been considered
1 Row at midpt 5-11 for this design.
MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
accordance with Stabilizer Installation guide. h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)-1-4-0 to 4-1-7,
REACTIONS. (lb/size) Interior(1)4-1-7 to 12-0-8,Exterior(2)12-0-8 to 19-7-8,
9 = 1377/Mechanical Interior(1)27-4-1 to 31-0-0 zone;C-C for members and
2 = 1507/0-8-0 (min.0-1-12) forces&MWFRS for reactions shown;Lumber
Max Horz DOL=1.25 plate grip DOL=1.25
2 = 110(LC 12) 3)Provide adequate drainage to prevent water
onding.
9 Max Uplift -511(LC 9) 4)Plates checked for a plus or minus 0 degree
2 = -625(LC 8) rotation about its center.
Max Grav 5)This truss has been designed for a 10.0 psf bottom
9 = 1377(LC 1) chord live load nonconcurrent with any other live
2 = 1507(LC 1) loads.
6)'This truss has been designed for a live load of
FORCES. (lb) 20.Opsf on the bottom chord in all areas where a
Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the
when shown. bottom chord and any other members.
TOP CHORD 7)Refer to girder(s)for truss to truss connections.
2-3=-633/381,3-26=-2836/1928, 8)Provide mechanical connection(by others)of truss
4-26=-2793/1940,4-5=-2489/1738, to bearing plate capable of withstanding 511 lb uplift at
5-6=-2315/1684,6-7=-2471/1686, joint 9 and 625 lb uplift at joint 2.
7-27=-2670/1822,8-27=-2715/1809, 9)This truss has been designed for a moving
8-9=-490/126 concentrated load of 200.01b live located at all mid
BOT CHORD panels and at all panel points along the Bottom Chord,
2-28=-1765/2619,2-29=-1765/2619, nonconcurrent with any other live loads.
14-29=-1765/2619,14-30=-1765/2619,
13-30=-1765/2619,12-13=-1449/2331,
11-12=-1449/2331,11-31=-1626/2497, LOAD CASE(S)
10-31=-1626/2497,10-32=-1626/2497, Standard
llmaf♦715f:snyir(mr nt ftE J 1lpSi5iSFEl!CpfiFD,•F1EEu$tgA rasFor tl"C10'ta.CFlhi QtxKr'IAR,rAla,laSlR anikT'an ntlM i.,of ReinfS[1Aj rs1.rEE6[I EAEF fn[a(1 a.is>7;t3!!t.lse EetNEerae nx,ikEss uSss;se si~ra4¢tEOxLEIE
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Copyng l>L gD16A1 ReE112sises.,Artd'cayi lemEn III,P,[.gtpaaduU en otlhs datnmmi,is anyt a�,ss prah.6i!rd st6ecU4 xrin¢n penmsiip€hem A-1itoi rnisB:.Amfiesylae6a 111:P,E;
I `
iJ
q, Job Truss Truss Type Qty Ply
XCAS6519DS A05 HIP 1 1 AO187933
Job Reference(optional)
-A1 Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:03 2017 Page 1
ID:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-J7z7QMPh D—rlmNfL?VPvarl e94Ply8pGyzMesVzhyp6
'-4 01 7-3-0 14-0-8 17-7-8 24-5-0 31-0-0
4-0 7-3-0 1 6-9-8 3-7-0 6-9-8 6-7-0
4.00 12 48= 46— Dead Load Defl.=7/16 in
5 6
5x6
3x4
4 7 27
rs
4x6 26 4x6
n
3 I 8
1.5x4 II 2
9
1
I�
29 14 30 13 12 11 31 10 32 >o.
5x6 II
1.5x4 11 3x4= 4x6 3x8= 1.5x4 11 410 1[
7-3-0 14-M 17-7-8 24-5-0 31-0-0
7-3-0 6-9-8 3-7-0 6-9-8 6-7-0
Plate Offsets(X,Y)— [2:0-4-1,0-4-41,[4:0-2-12,0-3-41,[5:0-5-0,0-2-01,[9:0-7-O,Edge1
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.20 10-11 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.62 10-11 >597 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.17 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.29 10-11 >999 240 Weight:160 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except'
T3:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP M 30 2-28=-2049/2642,2-29=-2049/2642,
WEBS 2x4 SP No.3 14-29=-2049/2642,14-30=-2056/2638,
OTHERS 2x4 SP No.3 13-30=-2056/2638,12-13=-1420/2099,
SLIDER 11-12=-1420/2099,11-31=-2079/2548,
Left 2x6 SP No.2 2-6-0, 10-31=-2079/2548,10-32=-2079/2548,
Right 2x6 SP No.2 2-0-0 9-32=-2079/2548
BRACING- WEBS
TOP CHORD 4-14=0/272,4-13=-640/698,
Structural wood sheathing directly applied or 2-4-4 oc 5-13=-224/433,6-11=-224/370,
purlins. 7-11=-552/752
BOT CHORD
Rigid ceiling directly applied or 4-9-9 oc bracing. NOTES-
MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered
cross bracing be installed during truss erection,in for this design.
accordance with Stabilizer Installation guide. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
REACTIONS. (lb/size) h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
9 = 1377/Mechanical (envelope)and C-C Comer(3)-1-4-0 to 4-3-9,
2 = 1507/0-8-0 (min.0-1-12) Exterior(2)4-3-9 to 31-0-0 zone;C-C for members and
Max Horz forces$MWFRS for reactions shown;Lumber
2 = 124(LC 12) DOL=1.25 plate grip DOL=1.25
Max Uplift 3)Provide adequate drainage to prevent water
9 = -498(LC 9) ponding.
2 = -612(LC 8) 4)Plates checked for a plus or minus 0 degree
Max Grav rotation about its center.
9 = 1377(LC 1) 5)This truss has been designed for a 10.0 psf bottom
2 = 1507(LC 1) chord live load nonconcurrent with any other live
loads.
FORCES. (lb) 6)'This truss has been designed for a live load of
Max.Comp./Max.Ten.-All forces 250(lb)or less except 20.Opsf on the bottom chord in all areas where a
when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
2-3=-6$3/403,3-26=-2860/2270, 7)Refer to girder(s)for truss to truss connections.
4-26=-2813/2287,4-5=-2276/1872, 8)Provide mechanical connection(by others)of truss
5-6=-2099/1878,6-7=-2276/1887, to bearing plate capable of withstanding 498 lb uplift at
7-27=-2670/2400,8-27=-2766/2384, joint 9 and 612 lb uplift at joint 2.
8-9=-543/107 9)This truss has been designed for a moving
BOT CHORD concentrated load of 200.01b live located at all mid
2-28=-2049/2642,2-29=-2049/2642, panels and at all panel points along the Bottom Chord,
14-29=-2049/2642,14-30=-2056/2638, nonconcurrent with any other live loads.
13-30=-2056/2638,12-13=-142012099,
11-12=-1420/2099,11-31=-2079/2548,
10-31=-2079/2548,10-32=-2079/2548, LOAD CASE(S)
9-32=-2079/2548 Standard
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W�irdrtstf stay,f*!f arr ;iai;tilE. nr s.xifs vut rt!} nhrr,! (naetti,>sea�MBr.^gC:afn•I d6 le.v.x€7tlL in tnit'hi8tav:`iild ddTt rt,�fit+srA she ka9aGtunYi iW!16t uae.'Lrryaf. anmOny'7 Tomb0 III P.E.
t BUD
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t' alaitnitrs f:rrrtYtiasPerlgrck i3a{Ij vr�s J•dp,?ehKs Ua5lptgw>:rN#I tc rndFrty�;'rr s,rshm rierrdari aer,{7U:altc o •n4:dalFlL. -
_ Fo{E'P,ierc FL;34Q4C+
a 6a>:I hMolEl,P.F:kn mdunin_n_of l6it daromea5 i9Pn tsl,ss mtr,biExd.�ibau It,E x1'ttE n ermtst�an Scm A�Feof Yrusifs::.11glfia.'T ienSo Elf;P.E opjrig4E!��-0IdJ:IRpnfTmssis=lj_ Y•_f P. Y(• P_`_ l R P Y:_
r
Jab Truss FrUOSMST
pe Qty plXCAS6519DS A06 ON 3 1
A0187934
Job Reference(optional) '
Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fd Feb 24 11:03:03 2017 Page'1
ID:91 ftG_OBvLYIHkWNQ51 ANUyE15q-J7z7QMPhD_rlmNfL?VPvart d14Miy9PGyzMesVzhyp6
-1-4-0 8-8-13 15-10-0 22-11-1 31-0-0
14-0 8-8-13 7-1-3 7-1-1 8-0-15
4.00 F12 4x8=
Dead Load Defl.=7116 in
6
46 5x6 WBO
1.5x4\\5 27 7 1.5x4
4 8 r
28
4x6 2 4x8
3 9
1.5x4 II 2
1 10
PH 6
30 14 13 31 32 33 12 11 34 •6
4x6= 3x4= 4x10 11
Sx6 I 3x4= 4x6=
11-3-12 2044 31-0-0
11-3-12 9-0-7 10-7-12
Plate Offsets(X,Y)— [2:0-3-13,0-041,[5:0-3-0 Edge] [7:0-3-0 Edge] [10:0-7-0 Edge] [11:0-2-7 0-0-0) [14:0-2-7 0-0-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.46 12-13 >812 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(TL) -0.89 12-13 >420 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(TL) 0.15 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.37 12-13 >999 240 Weight:146 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 31`Except'
T4:2x4 SP M 30 BOT CHORD
BOT CHORD 2x4 SP M 30*Except* 2-29=-2424/2601,2-30=-2424/2601,
B2:2x4 SP No.2 14-30=-2424/2601,13-14=-2424/2601,
WEBS 2x4 SP No.3 13-31=-1608/1884,31-32=-1608/1884,
OTHERS 2x4 SP No.3 32-33=-1608/1884,12-33=-1608/1884,
SLIDER 11-12=-2347/2531,11-34=-2347/2531,
Left 2x6 SP No.2 2-6-0, 10-34=-2347/2531
Right 2x6 SP No.2 3-0-0 WEBS
BRACING- 6-12=-526/673,8-12=-453/695,
TOP CHORD 6-13=-560/726,4-13=-495f731
Structural wood sheathing directly applied or 3-3-14 oc
purlins. NOTES-
BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 2-2-0 oc bracing. for this design.
MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
accordance with Stabilizer Installation guide. h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)-14-0 to 4-1-3,
REACTIONS. (lb/size) Exterior(2)4-1-3 to 15-10-0,Comer(3)15-10-0 to
2 = 1507/0-8-0 (min.0-1-12) 21-3-3 zone;C-C for members and forces&MWFRS
10 = 1377/Mechanical for reactions shown;Lumber DOL=1.25 plate grip
Max Horz DOL=1.25
2 = 136(LC 12) 3)Plates checked for a plus or minus 0 degree
Max Uplift rotation about its center.
2 = -599(LC 8) 4)This truss has been designed for a 10.0 psf bottom
10 = 484(LC 9) chord live load nonconcurrent with any other live
Max Grav loads.
2 = 1507(LC 1) 5)'This truss has been designed for a live load of
10 = 1377(LC 1) 20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
FORCES. (lb) bottom chord and any other members,with BCDL=
Max.Comp./Max.Ten.-All forces 250(lb)or less except 10.Opsf.
when shown. 6)Refer to girder(s)for truss to truss connections.
TOP CHORD 7)Provide mechanical connection(by others)of truss
2-3=-906/279,3-26=-2822/2696, to bearing plate capable of withstanding 599 lb uplift at
4-26=-2695/2717,4-5=-2514/2457, joint 2 and 484 lb uplift at joint 10.
5-27=-2475/2458,6-27=-2434/2476, 8)This truss has been designed for a moving
6-7=-2394/2512,7-8=-2471/2491, concentrated load of 200.01b live located at all mid
8-28=-2634/2720,9-28=-2737/2710, panels and at all panel points along the Bottom Chord,
9-10=-912/0 nonconcurrent with any other live loads.
BOTCHORD
2-29=-2424/2601,2-30=-2424/2601,
14-30=-2424/2601,13-14=-2424/2601, LOAD CASE(S)
13-31=-1608/1884,31-32=-1608/1884, Standard
32-33=-1608/1884,12-33=-1608/1884,
6vait•fless Sm-d_n•iart¢e ilea ltu3v SEBR"t,EXtJAt-Wd BNk�li"nSl'litk'bfsal3r69L.iJt7t%I hsa:.fuir ls{tr ae..iskxfustd r«nssC;up a jAC[eel de fnksti exl4,tP It sacs Sl elkihn netF.ssY't 2�lnYi;[9,alr
�'st:sw'r r4ss w_h*sdt to I'•¢ga nii ltr.ss .! ya Nc["l L3lnearipDaa� P'.St1r,!l3Ctieht kd agietsit e.tvRA:y;naa!«aRt,srsiHla as iialestea FJOeAt as ItH;:aee tna=tea.�_ t+ rsJ.�es,astaiFa!
z�.hamnr tr tal! u�re �tar� mac.:ea.arNrniq rsa! a n.iataa�x nS&+f3eC:ain iadbs a_:uaiwi r AntheriyF Tomboll,p:E.
� w s t a' !r<,ilctbiOw¢cp5ell�aren+ ntiz9�maalafns2£alEreaMuea�r� =Su083 .
�i le t;Aer p+ !f n[u 9su s9 tttefief 6ea tszztn7:�s`r�'E+4t`uesirs dales&-ITS �I�a¢rr a[16P1 S4z�t fSl,1 a Axe ktuE nl n1 K tY-�as rpa der 1143EYaC ss sw.Ir6 Gs at+[v of:ns�s�xfiK-.iss
kgwgtal41imSdP�.eelktft q.YliMJit irlMS dot-pf x79pfej -r..N1i:erY!t.1.Yae;kit Si�E[Au-,raPNAmllenq nd lLj{1'QlIE ali:V.:lalAltl l,. 4515 le Blvd 4 uc.,
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Cupgrig4ita i018A-1 Fdgpaesus-AmneSp l.inm6n lll,f.[,itproduU:an otthii dumawt.t4odp(cam dprp6i6ited:ilbc¢11hc w"nnrn paamissxe Som A-1 Foot Ttessgs-Amheey t.lflaEe lll:pE
i Job Truss Truss Type QtY PIY
A0187935
XCAS6519DS A07 HALF HIP 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:04 2017 Page 1
I D:91 ftG—OBvLYIHkW NQ51 ANUyEl5q-nKXVeiQJ_I-90W EYYCx962anTUhFhcsPBd6BPxzhyp5
1 4- 8-5-5 17-2-8 24-14 31-0-0
1 4-0 8-5-5 8-9-3 6-10-12 6-10-12
L 4.00 F12 4x8= 1.5x4 11 Naff Load Defl.=7/16 in
6 7 8
3x6
3x4� 5
4 W4 W4/1
3
j €
4x6� 21
1.5x4 11 3
1 2 ,I
23 13 24 12 11 25 26 10 27 28 9
5x6 11 1.5x4 11 4x6= 3x8= 3x6 11
3x4=
8-5-5 17-2-8 24-14 31-0-0
8-5-5 8-9-3 6-10-12 6-10-12
Plate Offsets(X Y)— [2:04-5 Edge] [6:0-5-0 0-2-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.35 11-13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.98 Vert(TL) -0.80 11-13 >461 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.10 9 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.24 11-13 >999 240 Weight:174 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30*Except*
T3:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP M 30`Except' 2-22=-2411/2652,2-23=-2411/2652,
B2:2x4 SP No.2 13-23=-2411/2652,13-24=-2411/2652,
WEBS 2x4 SP No.3 12-24=-2411/2652,11-12=-2411/2652,
OTHERS 2x4 SP No.3 11-25=-1420/1748,25-26=-1420/1748,
SLIDER 10-26=-1420/1748
Left 2x6 SP No.2 3-0-0 WEBS
BRACING- 4-13=0/326,4-11=-973/1060,
TOP CHORD 6-11=-284/584,6-10=-677/601,
Structural wood sheathing directly applied, except end 7-10=-548/545,8-10=-1291/1649
verticals.
BOT CHORD NOTES-
Rigid ceiling directly applied or 2-2-0 oc bracing. 1)Unbalanced roof live loads have been considered
WEBS for this design.
1 Row at midpt 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
8-9.4-11,6-10,8-10 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
MiTek recommends that Stabilizers and required h=15ft;Cat,11;Exp C;Encl.,GCpi=0.18;MWFRS
cross bracing be installed during truss erection,in (envelope)and C-C Comer(3)-1-4-0 to 4-8-14,
accordance with Stabilizer Installation guide. Exterior(2)4-8-14 to 30-10-4 zone;C-C for members
and forces$MWFRS for reactions shown;Lumber
REACTIONS. (lb/size) DOL=1.25 plate grip DOL=1.25
9 = 1370/Mechanical 3)Provide adequate drainage to prevent water
2 = 1500/0-8-0 (min.0-1-12) ponding.
Max Horz 4)Plates checked for a plus or minus 0 degree
2 = 358(LC 8) rotation about its center.
Max Uplift 5)This truss has been designed for a 10.0 psf bottom
9 = -578 LC 8 chord live load nonconcurrent with any other live
2 = -625(LC 8) loads.
Max Grav 6)'This truss has been designed for a live load of
9 = 1370(LC 1) 20.Opsf on the bottom chord in all areas where a
2 = 1500(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members,with BCDL=
FORCES. (lb) 10.Opsf.
Max.Clbmp./Max.Ten.-All forces 250(lb)or less except 7)Refer to girder(s)for truss to truss connections.
when shown. 8)Provide mechanical connection(by others)of truss
TOP CHORD to bearing plate capable of withstanding 578 lb uplift at
2-3=-753/412,3-21=-2860/2143, joint 9 and 625 lb uplift at joint 2.
4-21=-2748/2156,4-5=-1931/1353, 9)This truss has been designed for a moving
5-6=-1830/1379,6-7=-1242/970, concentrated load of 200.01b live located at all mid
7-8=-1242/970,8-9=-1306/1071 panels and at all panel points along the Bottom Chord,
BOT CHORD nonconcurrent with any other live loads.
2-22=-2411/2652,2-23=-2411/2652,
13-23=-2411/2652,13-24=-2411/2652,
12-24=-2411/2652,11-12=-2411/2652, LOAD CASE(S)
11-25=-1420/1748,25-26=-1420/1748, Standard
- gsrai;tl,f.±anrs.Jiuii x6elr�.lEUh5t5ftlX'-E:Eilel.itt�S8SON3C'9flnlck'i7 tl1S1c�p Sf'?RI.Moi ilr d+ty.Fn°roCersae�utt nsexn nss[tiup n;il[[:�eelt ltl3 rl ux�,rf i(rees Skeet'lahn nt l'at ssx Diu s:^dtx�eC-0,ulj
eluetew.n'+;t2 s;t4:ttniaMtu lLFni±e± tei sseeq±:e; ?e ;e:7.gven r.e+trC1G'{epet f a!!;'aeaceneh..ed3i em;.e.;ps3+iry(aYetl sentlErsis;l±in±rarls6e(70 dr ceta lktl uan t,sartr==,Izt mC'+±t.t iaiftr
.x d±£k( .fere±S1! tt^e r iStcr G+A tr¢Cxcrlse ve[i j±e.n±ri.m 7 t 1 &:L,;k Uce txfot la dd!m se:st iPi 1.rme +rdti@ i bteeae id uef It at:u3ta ssA srze e;'snefmurth ifhl tce tsxvP't<�'. '14nShOf}'7 TO fiO It:,P.E..
SUQ$3
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4451 5 tllC P BI.94
(c�ei±t4�ti0ib�l;:poflfzssel,�Amke�s I tnm5ot111,�P.Glx�tpdue{aaoflsitdatur.r,4eft#9n(.mr stdtibhed them thewrinen rrmsscciioe•t�de[trF� - FbitPerce FL.34�40,
..PY!4 _9.. - Y P Y P P mA•I Eoal tratsis=A@Ih cYlaes4o llF,Pt
;XCA;S6519DS
Truss Truss Type Qty ply
A08 HALF HIP 1 1
A0187936 �
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:05 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 ANUyElSq-FW5t2Qylb6??gpk6wSOfG7?9u5BQzhYPHdxNzhyp4
�1-4-Q 7-5-9 14-0-15 19-2-8 25-1 4 31-0-0
'1 4 04 7-5-9 6-7-6 5-1-9 5-M-12 5-10-12
4x4=
4.00 12 3x8= 1.�11 Load Deft.=$/8 in
7 8 9
3x4 5 _
4x6 6
1.5x4,� 5 \\�W5
4 \\\ VJ4
22 5
4x6 2 \\
1.5x4 II 3
1 2 \\
\nj
!I
24 31 25 14 26 1332 12 27 28 11 29 30 10
5x6 II 3x4= 4x6= 3x8= 1.5x4 II 5x6=
10-5-2 19-2-8 25-1-4 31-0-0
10-5-2 8-9-6 5-10-12 1 5-10-12
Plate Offsets(X,Y)— [2:0-4-5,Edge],[5:0-3-0,Edge] [7:0-2-4 0-2-0] [10:0-3-0 0-3-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.34 12-14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.70 12-14 >531 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(TL) 0.10 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.20 12-14 >999 240 Weight:184 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30*Except'
T3:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP M 30*Except* 2-23=-2526/2618,2-24=-2526/2618, LOAD CASE(S)
B2:2x4 SP No.2 24-31=-2526/2618,25-31=-2526/261 8, Standard
WEBS 2x4 SP No.3 14-25=-2526/2618,14-26=-1848/2075,
OTHERS 2x4 SP No.3 26-32=-1848/2075,13-32=-1848/2075,
SLIDER 12-13=-1848/2075,12-27=-796/988,
Left 2x6 SP No.2 3-0-0 27-28=-796/988,11-28=-796/988,
BRACING- 11-29=-796/988,29-30=-796/988,
TOP CHORD 10-30=-796/988
Structural wood sheathing directly applied or 3-5-6 oc WEBS
pudins, except end verticals. 4-14=-350/612,6-14=-384/556,
BOT CHORD 6-12=-842/873,7-12=-36/251,
Rigid ceiling directly applied or 4-3-3 oc bracing. 8-12=-6541747,8-11=0/309,
WEBS 8-10=-1510/1219
1 Row at midpt 8-10
MiTek recommends that Stabilizers and required NOTES-
cross bracing be installed during truss erection,in 1)Unbalanced roof live loads have been considered
accordance with Stabilizer Installation guide. for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
REACTIONS. (lb/size) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;
10 = 1370/Mechanical h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
2 = 1500/0-8-0 (min.0-1-12) (envelope)and C-C Comer(3)-1-4-0 to 4-11-5,
Max Harz Exterior(2)4-11-5 to 30-10-4 zone;C-C for members
2 = 397(LC 8) and forces&MWFRS for reactions shown;Lumber
Max Uplift DOL=1.25 plate grip DOL=1.25
10 = -592(LC 8) 3)Provide adequate drainage to prevent water
2 = -624(LC 8) ponding.
Max Grav 4)Plates checked for a plus or minus 0 degree
10 = 1370(LC 1) rotation about its center.
2 = 1500(LC 1) 5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
FORCES. (lb) loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 6) This truss has been designed for a live load of
when shown. 20.Opsf on the bottom chord in all areas where a
TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2-3=-857/354,3-22=-2828/2190, bottom chord and any other members,with BCDL=
4-22=-2738/2205,4-5=-2554/1914, 10.Opsf.
5-6=-2489/1927,6-7=-1616/1225, 7)Refer to girder(s)for truss to truss connections.
7-8=-1471/1219 8)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 592 lb uplift at
2-23=-2526/2618,2-24=-2526/2618, joint 10 and 624 lb uplift at joint 2.
24-31=-2526/2618,25-31=-2526/2618, 9)This truss has been designed for a moving
14-25=-2526/2618,14-26=1848/2075, concentrated load of 200.01b live located at all mid
26-32=-1848/2075.13-32=-1848/2075, panels and at all panel points along the Bottom Chord,
12-13=-184812075,12-27=-796/988, nonconcurrent with any other live loads.
nLFzx)rItR >�1iPY([t l r'J IiWY(Sta r.Ktri(t(R4 S{PtSr"�5(}r i( i{(rt16 T."ht,'{E rA' b`sli ln'tElf'I2 LL.RS4(!•A(R.TR j�(:E�BRS{!ti)Ei(t %1''',r.r ClEflRtNtt(mt to('u:1 f4''hisSt 3."!r iR'{t(r�J,4flr
'
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_ s' r rR,rr,>'rr 1lIRtF7ttt diE 4trNRp,t4-r IP]t1S .MUdi.ltiglrtr„
- .. Fort:Piers FL--3»»ts'
Capytig!((i;,r)18 A-1 Roef Leizei-Anf5edy I Icmbe III,F.�4aptadeli ae Bi this dUNbeni,many(s,ls pio4.bCrd.t8eun6e r,riF!¢n peimtss Lt hem A+t Rool rinsser:;Anl6ec}1:fes5e III;p.1
'S
Job Truss Truss Type ='yPIYXCAS6519DS A09 HALF HIP 1
Job Reference(optional) A0187937
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:06 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-jifF2ORaWvEsdgNwgdzdCTfBj1039SOiexblTgzhyp3
1 4- 7-6-11 14-5-9 21-2-8 2-10- 26-1-4 31-0-0
1 4- 7-6-11 6-10-13 6-8-15 1-7-8 3-3-4 4-10-12
4.00 V2 4x4= 1.5x4 11 3x4= Dead Load Detl.=5/16 in
7 8 9
46 i5� 3x4
_ 6 W7
3�t
5 WB ?�
3x4 ! ?u'
4 W t 7 ? is
46
2
1.5x4 II 3 W3 12 0
0 1 2 3bx 3x4=32 33 34 10 IN
5x6=
27 17 28 16 15 29 143013
1.5x4 11 4x6= 3x4=
Sx6 I I 410=
1.5x4 II
7-6-11 14-4-15 21-2-8 �2-10-Q 31-0-0
r 7-6-11 6-10-3 6-9-9 1-7-8 8-2-0
Plate Offsets(X Y)— [2:0-4-5 Edge] [5:0-3-0 Edge] [7:0-2-4 0-2-8] [10:0-3-0 0-3-0] [11:0-1-0 0-1-8] [12:0-2-8,0-3-4],[13:Edge,0-1-8],115:0-2-8 0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.30 10-11 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.62 10-11 >594 240
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.11 10 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.23 15-17 >999 240 Weight:190 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except`
T3:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP No.2*Except* 2-26=-2562/2618,2-27=-2562/2618, LOAD CASE(S)
B4:2x4 SP No.3 17-27=-2562/2618,17-28=-2562/2618, Standard
WEBS 2x4 SP No.3 16-28=-2562/2618,15-16=-2562/2618,
OTHERS 2x4 SP No.3 12-31=-881/1 126,11-31=-881/1126,
SLIDER 11-32=-931/1087,32-33=-931/1087,
Left 2x6 SP No.2 3-0-0 33-34=-931/1087,10-34=-931/1087
BRACING- WEBS
TOP CHORD 4-17=0/291,4-15=-599/751,
Structural wood sheathing directly applied or 34-10 oc 6-15=-323/412,12-14=0/404,
purlins, except end verticals. 7-12=-59/323,8-12=-817/1041,
BOT CHORD 8-10=-1568/1360,12-15=-1913/2212,
Rigid ceiling directly applied or 2-2-0 oc bracing. 6-12=-350/429
WEBS
1 Row at midpt 8-10,12-15 NOTES-
JOINTS 1)Unbalanced roof live loads have been considered
1 Brace at Jt(s):12 for this design.
MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf;
accordance with Stabilizer Installation auide. h=16ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)-1-4-0 to 5-1-11.
REACTIONS. (lb/size) Exterior(2)5-1-11 to 30-10-4 zone;C-C for members
10 = 1370/Mechanical and forces&MWFRS for reactions shown;Lumber
2 = 1500/0-8-0 (min.0-1-12) DOL=1.25 plate grip DOL=1.25
Max Horz 3)Provide adequate drainage to prevent water
2 = 438(LC 8) ponding.
Max Uplift 4)Plates checked for a plus or minus 0 degree
10 = 607(LC 8) rotation about its center.
2 = -621(LC 8) 5)This truss has been designed for a 10.0 psf bottom
Max Grav chord live load nonconcurrent with any other live
10 = 1370(LC 1) loads.
2 — 1500(LC 1) 6)'This truss has been designed for a live load of
.. 20.Opsf on the bottom chord in all areas where a
FORCEIS. (lb) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max.Comp./Max.Ten.-All forces 250(lb)or less except bottom chord and any other members,with BCDL=
when shown. 10.Opsf.
TOP CHORD 7)Refer to girder(s)for truss to truss connections.
2-3=-695/399,3-25=-2831/2166, 8)Provide mechanical connection(by others)of truss
4-25=-2760/2175,4-5=-2260/1641, to bearing plate capable of withstanding 607 lb uplift at
5-6=-2123/1653,6-7=-1948/1468, joint 10 and 621 lb uplift at joint 2.
7-8=-1783/1478 9)This truss has been designed for a moving
BOT CHORD concentrated load of 200.01b live located at all mid
2-26=-2562/2618,2-27=-2562/2618, panels and at all panel points along the Bottom Chord,
17-27=-2562/2618,17-28=-2562/2618, nonconcurrent with any other live loads.
16-28=2562/2618,15-16=2562/2618,
is t'fllmiirn?Ifrierikt lr}.irriRSibdStil?r}E.6iitE-`rW SIU97[',of lllfd;'b[Ilt,tS7p:aEY ri to-tz tnl+.lds de irui'ts¢7utfed. ,'rtss Eiup .rStrt;eil tt flhgf.f-vx hLt.Ie re,f SseCtefest rse..C>trsd:i+i;st s'-.I m,.a:t$,ttie
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Job Truss Truss Type Qty Ply �11101
XCAS6519DS A10 HALF HIP 1 10187938Job Reference o tionalAl Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 1 : 2017 Page 1
ID:91ftG_OBvLYIHkWNQ51ANUyEl5q jifF2ORaWvEsdgNwgdzdCTf7elOH9TXiexblTgzhyp3
1-4- 8-7-11 15-4-15 23-2-8 2 -0 0 31-0-0
4 8-7-11 6-9 4 7-9-9 -9- 7-0-0
4.00 12 4x10= 3x4=
Dead Load Dell._.3/8 in
7 g Ii
3x4
4x6 6 W7
is m
WS [� -
3x4� 5 W5
4 f a
�� !I
m
4x6 _=
1.5x4 11 3 4 0
0
1 2 9�1 32 v
x IN
Sx6=
25 15 26 14 13 27 1211 28
5x6 11
1.5x4 11 4x6= 1.5x4 11
4x10=
8-7-11 15-4-415 23-2-8 2 -0 0 31-0-0
8-7-11 6-9 7-9-9 -9- 7-0-0
Plate Offsets(X,Y)—72.04-5 Edge],[5:0-3-O,Edge),[7:0-5-8 0-2-0] [B:Edge 0-1-8) [9:0-3-0 0-3-0) [10:0-5-8 0-3-0) [13.0-2-12 0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.35 12-13 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.73 12-13 >505 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.11 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.21 13-15 >999 240 Weight:186 Ib FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except'
T3:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP No.2 2-24=-2558/2585,2-25=-2558/2585, LOAD CASE(S)
WEBS 2x4 SP No.3 15-25=-2558/2585,15-26=-2558/2585, Standard
OTHERS 2x4 SP No.3 14-26=-2558/2585,13-14=-2558/2585,
SLIDER 1 0-2 9=-1 24211423,29-30=-1242/1422,
Left 2x6 SP No.2 3-0-0 30-31=-1242/1422,31-32=-1242/1422,
BRACING- 9-32=-1242/1422
TOP CHORD WEBS
Structural wood sheathing directly applied or 2-2-0 oc 4-15=0/300,4-13=-667/836,
purlins, except end verticals. 6-13=-129/307,6-10=-645/627,
BOT CHORD 10-12=0/298,7-10=-699/981,
Rigid ceiling directly applied or 2-2-0 cc bracing. 7-9=-1738/1529,10-13=-1875/2071
WEBS
1 Row at midpt NOTES-
6-10,7-12,7-9,10-13 1)Unbalanced roof live loads have been considered
MiTek recommends that Stabilizers and required for this design.
cross bracing be installed during truss erection,in 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
accordance with Stabilizer Installation guide. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=17ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
REACTIONS. (lb/size) (envelope)and C-C Comer(3)-1-4-0 to 5-4-1,
9 = 1380/Mechanical Exterior(2)5-4-1 to 30-10-4 zone;C-C for members
2 = 1503/0-8-0 (min.0-1-12) and forces&MWFRS for reactions shown;Lumber
Max Horz DOL=1.25 plate grip DOL=1.25
2 = 479(LC 8) 3)Provide adequate drainage to prevent water
Max Uplift ponding.
9 = -618(LC 8) 4)Plates checked for a plus or minus 0 degree
2 = -616(LC 8) rotation about its center.
Max Grav 5)This truss has been designed for a 10.0 psf bottom
9 = 1380(LC 1) chord live load nonconcurrent with any other live
2 = 1503(LC 1) loads.
6)'This truss has been designed for a live load of
FORCES. (lb) 20.Opsf on the bottom chord in all areas where a
Max.Comp./Max.Ten.-All forces 250(lb)or less except rectangle 3-6-0 tall by 2-0-0 wide will fit between the M
when shown. bottom chord and any other members,with BCDL=
TOP CHORD 10.Opsf.
2-3=-750/306,3-23=-2801/2109, 7)Refer to girder(s)for truss to truss connections.
4-23=-2725/2121,4-5=-2165/1535, 8)Provide mechanical connection(by others)of truss
5-6=-2030/1554,6-7=-1561/1183, to bearing plate capable of withstanding 618 lb uplift at -
8-9=-264/265 joint 9 and 616 lb uplift at joint 2.
BOT CHORD 9)This truss has been designed for a moving
2-24=-2558/2585,2-25=-2558/2585, concentrated load of 200.OIb live located at all mid
15-25=-2558/2585,15-26=-2558/2585, panels and at all panel points along the Bottom Chord,
14-26=-2558/2585,13-14=-2558/2585, nonconcurrent with any other live loads.
10-29=-124211423,2 9-3 0=-1 24211422,
30-31=-1242/1422,31-32=-1242/1422,
I
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4
Job Truss Truss Type Qty Ply
A0187939
XCAS6519DS A11 HALF HIP 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:07 20 it Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-BuDdGkSCH DMjFy6 ELUskhCJwhnuuvyrtbKr?Gzhyp2
1 4 7-11 4 15-10-3 22-10-0 2_5 2-8 31-0-0
4 7-11 4 7-10-15 6-11-13 2 4-8 5-9-8
4.00 12 3x4� 4x8= 2x4 11 Dead Load Defl.=318 in
7 Tq
8 9
3x4
5x6 WB,:-; 6 6 W8 Ufl
W �5to
3x4 5'�
4 'I
W ,oa
4x6 i5l� FtA \\ !
1.5x411 3 2 5112 v
2
0 1 29 11 30 31 10 o N
8x8= 5x6
26 16 27 15 14 28 13 3x4=
5x6 I I
1.5x4 11 4x6=3x10= 3x3 11
7-11 4 15-10-3 22-10-0 25-2-8, 31-0-0
7-11-4 7-10-15 6-11-13 2 4-8 5 9 8
Plate Offsets(X Y)— [2:0-4-5 Edge] [5:0-3-0 Edge] [7.0-1-12 0-1-8] [8:0-5-0 0-2-0] [10:0-3-0 0-3-0] [12:0-5-8 0-4-0] [14:0-2-0 0-1-81
LOADING(psf) SPACING- 2-2-0 CSI. DEFL. in ([cc) I/defi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.26 14-16 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.65 14-16 >566 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Horz(TL) 0.11 10 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.25 14-16 >999 240 Weight:202 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except* 10)Graphical purlin representation does not depict the
T3:2x4 SP No.2 BOT CHORD size or the orientation of the pudin along the top and/or
BOT CHORD 2x4 SP M 30*Except* 2-25=-2908/2850,2-26=-2908/2850, bottom chord.
133:2x4 SP No.3,B4:2x4 SP No.2 16-26=-2908/2850,16-27=-2908/2850,
WEBS 2x4 SP No.3 15-27=-2908/2850,14-15=-2908/2850,
OTHERS 2x4 SP No.3 12-13=0/260,7-12=-970/1130, LOAD CASE(S)
SLIDER 12-29=-1526/1656,11-29=-1528/1653, Standard
Left 2x6 SP No.2 3-0-0 11-30=-964/1088,30-31=-964/1088,
BRACING- 10-31=-964/1088
TOP CHORD WEBS
2-0-0 cc purlins(3-0-9 max.), except end verticals 4-16=0/312,4-14=-821/1024,
(Switched from sheeted:Spacing>2-0-0). 6-14=-285/478,12-14=-2066/2199,
BOT CHORD 6-12=480/456,7-11=-1 38011355,
Rigid ceiling directly applied or 4-2-7 cc bracing. 8-11=-1 06711262,8-10=-1627/1445
WEBS
1 Row at midpt NOTES-
4-14,12-14,7-11,8-10 1)Unbalanced roof live loads have been considered
for this design.
REACTIONS. (lb/size) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
10 = 1484/Mechanical Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
2 = 1625/0-8-0 (min.0-1-15) h=17ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
Max Horz (envelope)and C-C Corner(3)-1-4-0 to 5-5-3,
2 = 563(LC 8) Exterior(2)5-5-3 to 30-10-4 zone;C-C for members
Max Uplift and forces 8!MWFRS for reactions shown;Lumber
10 = -692(LC 8) DOL=1.25 plate grip DOL=1.25
2 = -664(LC 8) 3)Provide adequate drainage to prevent water
Max Grav ponding.
10 = 1484(LC 1) 4)Plates checked for a plus or minus 0 degree
2 = 1625(LC 1) rotation about its center.
5)This truss has been designed for a 10.0 psf bottom
FORCES. (lb) chord live load nonconcurrent with any other live
Max.Comp./Max.Ten.-All.forces 250(lb)or less except loads.
when shown. 6)'This truss has been designed for a live load of
TOP CHORD 20.Opsf on the bottom chord in all areas where a
2-3=-7J1/420,3-24=-3078/2337, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
4-24=-2967/2348,4-5=-2297/1593, bottom chord and any other members,with BCDL=
5-6=-2202/1607,6-7=-1847/1437, 10.Opsf.
7-8=-1148/960 7)Refer to girder(s)for truss to truss connections.
BOT CHORD 8)Provide mechanical connection(by others)of truss
2-25=-2908/2850,2-26=-2908/2850, to bearing plate capable of withstanding 692 lb uplift at
16-26=-2908/2850,16-27=-2908/2850, joint 10 and 664 lb uplift at joint 2.
15-27=-2908/2850,14-15=-2908/2850, 9)This truss has been designed for a moving
12-13=01260,7-12=-970/1130, concentrated load of 200.01b live located at all mid
12-29=-1526/1656,11-29=-1528/1653, panels and at all panel points along the Bottom Chord,
11-30=-964/1088,30-31=-964/1088, nonconcurrent with any other live loads.
10-31=-964/1088
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t
Job Truss Truss Type Qty ply
XCAS6519DS Al2 HIP 1 1
A0187940 }
Job Reference(optional)
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:08 2017 Page 1
ID:91 ftG—OBvLYIHkWNQ51 AN UyE15q-g5nOT4Tg2W Uas8XJn2?5HuITj54gdLU?6F4PYizhypl
1-4-p 9-2-11 14 8-6 21-2-2 27 4 8 32-6-0 37-7-8 44 7 12
i-4 0 9-2-11 5-5-11 6-5-12 6-2-6 5-1-8 5-1-8 7-0-4
5x8 II
4.00 12 3x6= 5x6= Dead Load Dell.=312 in
7 26 8 27 9
3x4 11 4x6 s 28
6 4 10 —
4x6 mz� 3x6 il::� T
5 ws w 8
3x6 a:;� 4 W9 m
3 IS VVd
2x4 11 25 1 !_
°q 1 2 5 15 11 �
31 14 32 13 33 34 12
29 19 18 17 30 16 35 36 21
. 3x6= 2 MT20H5= U8— 3x6=
4x8= 2x4 II 6x6= 8x8= 3x4 II
6x10=
9-2-11 144 8-6 21-2-2 27-4-8 37-7-8 44-7-12
9-2-11 5 5-11 6- -;2 6-2-6 10-3-0 7-0 4
Plate Offsets(X,Y)— [2:0-7-1,0-1-1],[4:0-3-0,Edge] [10:0-1-12 0-2-0] [11:0-3-0 Edge] [12:0-2-0 0-1-8] [15.0-3-0 0-2-8) [16:0-2-0 0-0-0]
LOADING(psf) SPACING- 2-2-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.38 12-14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -0.92 12-14 >582 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.24 21 n/a n/a
BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Wind(LL) 0.44 6-15 >999 240 Weight:305 lb FT=0
LUMBER-
TOP CHORD 2x4 M 30`Except'
T3:2xx 9)Provide mechanical connection(by others)of truss
BOT CHORD 2x4 SP M 30*Except* 2-29=-3319/4717,19-29=-3319/4717,4 SP No.2, 2x4 SP M 31 BOT CHORD to bearing plate capable of withstanding 1077 lb uplift B1:2x6 SP 2400F 2.OE,B3:2x4 SP No.3 18-19=-3319/4717,17-18=-3319/4717, at joint 2 and 949 lb uplift at joint 21.10)This truss has been designed for a moving
B2:2x6 SP No.2 15-16=0/276,6-15,14-31=-2 concentrated load of 200.01b live located at all mid
WEBS 2x4 SP No.3*Except* 15-31=-2014/2815,14-31=-2014/2815,
W5:2x4 SP No.2,W10:2x6 SP No.2 14-32=-1683/2318,13-32=-1683/2318, panels and at all panel points along the Bottom Chord,
OTHERS 2x4 SP No.3 13-33=-1683/2318,33-34=-1683/2318, nonconcurrent with any other live leads.
WEDGE 12-34=-1683/2318 11)Graphical purlin representation does not depict the
Left:2x4 SP No.3 WEBS size or the orientation of the purlin along the top and/or
BRACING- 3-17=-695/489,5-17=-259/340, bottom chord.
TOP CHORD 15-17=-2836/4025,5-15=-271/184,
2-0-0 oc purlins(2-8-3 max.), except end verticals 7-15=-1467/1928,7-14=-602/613, LOAD CASE(S)
(Switched from sheeted:Spacing>2-0-0). 8-14=-616/976,8-12=-1455/1135, Standard
BOT CHORD 10-12=-1396/2041,3-19=0/251
Rigid ceiling directly applied or 3-11-9 or-bracing.
WEBS NOTES-
1 Row at midpt 1)Unbalanced roof live loads have been considered
15-17,7-15,7-14,8-14,8-12,9-12,10-21,10-12 for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
REACTIONS. (lb/size) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
2 = 2268/0-8-0 (min.0-1-14) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
21 = 2164/0-5-8 (min.0-1-8) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9,
Max Horz Interior(1)3-1-9 to 27-4-8,Exterior(2)27-4-8 to
2 = 544(LC 8) 43-11-4,Interior(1)43-11-4 to 44-5-0 zone;C-C for
Max Uplift members and forces&MWFRS for reactions shown;
2 = -1077(LC 8) Lumber DOL=1.25 plate grip DOL=1.25
21 = -949(LC 8) 3)Provide adequate drainage to prevent water
Max Grav ponding.
2 = 2268(LC 1) 4)All plates are MT20 plates unless otherwise
21 = 2187(LC 2) indicated.
5)Plates checked for a plus or minus 0 degree
FORCES. (lb) rotation about its center.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)This truss has been designed for a 10.0 psf bottom
when shown. chord live load nonconcurrent with any other live
TOP CHORD loads.
2-25=-5092/3005,3-25=-4972/3033, 7)'This truss has been designed for a live load of
3-4=-4452/2787,4-5=-4334/2804, 20.Opsf on the bottom chord in all areas where a
5-6=-4272/2917,6-7=-4301/3157, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
7-26=-2804/2175,8-26=-2804/2175, bottom chord and any other members,with BCDL=
8-27=-1592/1281,9-27=-1592/1281, 10.Opsf.
9-28=-1739/1255,10-28=-1751/1232, 8)Bearing atjoint(s)21 considers parallel to grain
11-21=-2187/1537,10-11=-2102/1559 value using ANSI/TPI 1 angle to grain formula.
BOT CHORD Building designer should verify capacity of bearing
2-29=-3319/4717,19-29=-3319/4717, surface.
18-19=-3319/4717,17-18=-3319/4717,
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• -, - Forf.Pierce;FL34440
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•4
Job Truss Truss Type QtY PIY
A0187941
XCAS6519DS A13 Hip 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:09 2017 Page 1
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1 4 7-8 4 15-61 21-2-2 24-0-0 29-4-8 35-7-8 42-1-12 -7-1
4 7-8 4 7-9-15 5-7-15 2-9-14 5 4-8 6-3-0 6-6 4 2 6-0
4.00 F12 5x6= 5x8=
Dead Load DeFl.=9/16 in
9 10
32 33
7 8 T 5 11
6 12
5x6 WB� 3x6 W1
5 T 10 W13 m
4 1 1 t n
3x6 ti o
3 W 5 6 ro
2X4 II W1 31 4 l Io
2
l Y 372x4 11 38 17 16 395 4041 42
2x4= 3x8= 3x6= 2x4 III 30
24 34 23 2235 21 36 20 2x4 11 2x4 11
8x8 5x6= 5x10 MT20HS= 3x4 11
4x10= 2x4=
12x14= 3x6=
7-84 ,10-8-13 15 6-3 21-2-2 24-0-0 29-4-8 , 35-7-8 42-1-12 A4-7-12
784
3-0-9 4-9-6 5-7-15 2-9-14 5-4-8 6-6 4 2-6-0
Plate Offsets(X,Y)- [4:0-3-0,Edge],[7:0-3-0,Edge],[10:0-5-12,0-2-8],[14:0-1-12,0-1-0],[14:0-3-0,0-1-12],[18:0-1-8,0-1-0],[21:0-3-0,0-2-0],[23:0-3-0,0-2-4],[24:0-3-7,0-1-2],
]24:0-2-8 0-3-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(ILL) -0.31 20 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.88 20 >601 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.33 30 n/a n/a
BCDL 10.0 Code FBC2014/FP12007 Matrix-MS Wind(LL) 0.49 20 >999 240 Weight:323 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except`
rotation about its center.
Plates checked for a plus or minus 0 degree
T3,T4:2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2`Except* 2-31=-4564/2650,3-31=-4474/2671, rotation
7)This truss has been designed fora 10.0
B1,B2:2x4 SP M 30 3-4=-3916/2401,4-5=-3823/2413,
B3,B5,B7:2x4 SP No.3 5-6=-4611/3138,6-7=-3881/2753, chord live load nonconcurrent with any otherr bottom
live
WEBS 2x4 SP No.3`Except` 7-32=-3836/2755,8-32=-3824/2757, loads.
Vv7,W2:2x4 SP No.2,W15:2x6 SP No.2 8-9=-2706/2023,9-10=-2515/2001, 8)`This truss has been designed for a live load of
W1:2x8 SP No.2 10-33=-1995/1483,11-33=-2003/1462, rectangle
f on the bottom chord in all areas where a
OTHERS 2x4 SP No.3 11-12=-788/558,13-30=-198311383, rectangle 3-6-0 tall by other wide will fit between the
BRACING- 12-13=-1954/1350,2-24=-2014/1474 bottom chord and any other members,with BCDL=
TOP CHORD BOT CHORD 9)Bearing
Structural woad sheathing directly applied, except end 24-34=-1188/1331,23-34=-1188/1331, 9)Bearing at joint(s)30 considers parallel to grain
verticals. 23-35=-2967/4244,22-35=-2967/4244, value using A designer
should
1 angle to grain formula.
BOT CHORD 21-22=-2967/4244,6-19=-715/1153, Building designer should verify capacity of bearing
surface.
Rigid ceiling directly applied or4-1-13 oc bracing. 8-18=-724/1267,19-37=-3066/4302,
Except: 18-37=-3066/4302,18-38=-2650/3666, 10)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 1004 lb uplift
4-1-0 oc bracing:11-14 17-38=-2650/3666,17-39=-1254/1811, at
WEBS 16-39=-1254/1811,15-16=-1254/1811, at joint 24 and 846 lb uplift at joint 30.
1 Row at midpt 15-40=-558/769,40-41=-558f769, 11)This truss has been designed fora moving
concentrated load of 200.0lb live located at all mid
3-21,19-21,8-17,10-17,11-15,12-30,2-23 14-41=-558f769,11-14=-1623/1323
WEBS panels and at all panel points along the Bottom Chord,
MiTek recommends that Stabilizers and required nonconcurrent with any other live loads.
cross bracing be installed during truss erection,in 3-21=-686/462,5-21=-1135/976,
accordance with Stabilizer Installation guide. 19-21=-2728/3879,5-19=-603/771,
6-18=-1304/861,8-17=-168511247, LOAD CASE(S)
REACTIONS. (lb/size) 9-17=-200/480,10-17=-882/1198, Standard
24 = 2102/0-8-0 (min.0-2-8) 10-15=-735/673,11-15=-959/1367,
30 = 1983/0-5-8 (min.0-1-8) 12-14=1346/1857,2-23=-1783/3178
Max Horz
24 = 516(LC 8) NOTES-
Max Uplift 1)Unbalanced roof live loads have been considered
24 -1004(LC for this design.
30 = -846(LC 8)) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Max G7av Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
24 1 2102(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
30 = 1983(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9,
Interior(1)3-1-9 to 29-4-8,Exterior(2)29-4-8 to 35-7-8,
FORCES. (lb) Interior(1)41-11-4 to 44-5-0 zone;cantilever left and
Max.Comp./Max.Ten.-All forces 250(lb)or less except right exposed;C-C for members and forces&MWFRS
when shown. for reactions shown;Lumber DOL=1.25 plate grip
TOP CHORD DOL=1.25
2-31=4564/2650,3-31=-4474/2671, 3)Provide adequate drainage to prevent water
3-4=-3916/2401,4-5=-3823/2413, ponding.
5-6=-4611/3138,6-7=-3881/2753, 4)All plates are MT20 plates unless otherwise
7-32=-3836/2755,8-32=-3824/2757, indicated.
8-9=-2706/2023,9-1 0=-2515/200 1, 5)All plates are 4x6 MT20 unless otherwise indicated.
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Job Truss Truss Type Qty Ply
XCAS6519DS A14 Hip 2 1 A0187942 '
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:10 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-cTumum U4a8kl6RhhvT1 ZMJgg8vmd5 E_HZZZWcbzhyp?
1,_4� 7-11-13 14 8-6 21-2-2 24-0-0 31-0-0 34-0-0 42-1-12 A4 7 1a
1-4 7-11-13 6-8-9 6-5-12 2-9-14 7-0-0 3-0-0 8-1-12 2 6 0
4.00 12 5x6= 5x8=
Dead Load Detl.=314 in
TA 9 10
T
78 31
6K 11 12
3x6 W10 W13
5 1 1 0
CT 3x6 4 0
n
3 W 5
2x4 II W1 30 W7 9 1 1 13
ti o
0 1 2 W II 36 17 37 16 15 38 R.
• 4z4= 3x8= 3x6= 2x4 II
23 32 22 33 21 34 20 2x4 11 3x6= 2x4 11 29
8x8 7:-� 8x14= 3x4 11 2x4=
12x14= 3x6=
7-11-13 10-8-1a 14-8-6 21-2-2 24-0-0 31-0-0 34-0 0 42-1-12 114-7-1a
7-11-13 2-9-0 3-11-9 6-5-12 2-9-14 7-N 3-0-0 8-1-12 2-6-1
Plate Offsets(X,Y)- [4:0-3-0,Edge],[8:0-2-11,Edge],[10:0-5-12,0-2-12],[14:0-3-0,0-1-12],[14:0-1-12,0-1-0],[18:0-1-8,0-1-0],[22:0-3-0,0-1-8],[23:0-2-8,0-3-4],[23:0-3-7
A-1-2]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.39 20 >999 360 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -1.12 20-21 >471 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.49 29 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.61 20 >865 240 Weight:318 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except'
T4:2x4 SP No.2 TOP CHORD 6)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2`Except' 2-30=4536/2575,3-30=-4439/2597, chord live load nonconcurrent with any other live
131,135:2x4 SP M 30,B3,B6:2x4 SP No.3 34=4014/2393,4-5=-3928/2404, loads.
WEBS 2x4 SP No.3*Except* 5-6=-5746/3817,6-7=-4673/3216, 7)'This truss has been designed for a live load of
W7,W2:2x4 SP No.2,W15:2x6 SP No.2 7-8=-2728/1944,8-9=-2716/1967, 20.Opsf on the bottom chord in all areas where a
W1:2x8 SP No.2 9-10=-2515/1965,10-31=-2303/1718, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 11-31=-2406/1694,11-12=-974/656, bottom chord and any other members.
BRACING- 13-29=-1983/1325,12-13=-1972/1280, 8)Bearing atjoint(s)29 considers parallel to grain
TOP CHORD 2-23=-2009/1469 value using ANSI/TPI 1 angle to grain formula.
Structural woad sheathing directly applied or 2-6-7 oc BOT CHORD Building designer should verify capacity of bearing
purlins, except end verticals. 23-32=-1266/1445,22-32=-1266/1445, surface.
BOT CHORD 22-33=-2892/4211,21-33=-2892/4211, 9)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 4-1-9 oc bracing. Except: 19-20=0/264,6-19=-917/1445, to bearing plate capable of withstanding 996 lb uplift at
4-4-0 oc bracing:11-14 7-18=-839/1513,19-35=-3715/5367, joint 23 and 828 lb uplift at joint 29.
10-0-0 oc bracing:19-20 18-35=-3715/5367,18-36=-3113/4435, 10)This truss has been designed for a moving
WEBS 17-36=-3113/4435,17-37=-1451/2174, concentrated load of 200.01b live located at all mid
1 Row at midpt 16-37=-1451/2174,15-16=-697/989, panels and at all panel points along the Bottom Chord,
19-21,7-17,11-16,12-29,2-22 15-38=-697/989,14-38=-697/989, nonconcurrent with any other live loads.
JOINTS 11-14=-1623/1333
1 Brace at Jt(s):19 WEBS LOAD CASE(S)
MiTek recommends that Stabilizers and required 3-21=-555/392,5-21=-1500/1192, Standard
cross bracing be installed during truss erection,in 19-21=-2945/4266,5-19=-1112/1556,
accordance with Stabilizer Installation guide. 6-18=-164511081,7-17=-2338/1690,
9-17=-322/526,10-17=-752/1032,
REACTIONS. (lb/size) 10-16=-526/496,11-16=-913/1362,
23 = 2102/0-8-0 (min.0-2-8) 12-14=-1394/1982,2-22=-1638/3027
29 = 1983/0-5-8 (min.0-1-8)
Max Horz NOTES-
23 = 526(LC 12) 1)Unbalanced roof live loads have been considered
Max Uplift for this design.
23 = -996(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
29 = -828(LC 8) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;
Max Grav h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 3
23 = 2102(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9,
29 = 1983(LC 1) Interior(1)3-1-9 to 31-0-0,Exterior(2)31-0-0 to 34-0-0,
Interior(1)40-3-12 to 44-5-0 zone;cantilever left and
FORCES. (lb) right exposed;C-C for members and forces&MWFRS
Max.Comp./Max.Ten.-All forces 250(lb)or less except for reactions shown;Lumber DOL=1.25 plate grip
when shown. DOL=1.25
TOP CHORD 3)Provide adequate drainage to prevent water
2-30=-4536/2575,3-30=-443912597, ponding.
3-4=-4014/2393,4-5=-3928/2404, 4)All plates are 4x6 MT20 unless otherwise indicated.
5-6=-5746/3817,6-7=-4673/3216, 5)Plates checked for a plus or minus 0 degree
7-8=-2728/1944,8-9=-2716/1967, rotation about its center.
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4451:St Lude Blvd,
Pierce.FL`34046
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Job Truss Truss Type Qty Ply
87943
A01
XCAS6519DS A15 Hip 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:11 2017 Page 1
ID:91ftG OBvLYIHkWNQ51ANUyEl5q-4gS866VKRs9jbGuTAZovXNzeJ4igigRoDl381zhyp_
1 4- 7-11-13 14-8-6 21-2-2 24-0-0 29-0-0 1-0 34-0-0 6-0- 42-1-12 4-7-1
4 7-11-13 6-8-9 6-5-12 2-9-14 5-0-0 2-0-0 3-0-0 2-0-0 6-1-12 2-6-0
4.00 F12 5x6= 5x10 MT20HS=
Dead Load Deft.=3/4 in
9 41 T4 10 42
Sx10 MT20HS%
8 5 11 12
7 32 T W12
3x6 6 W10 W13
T o
W6 1 1 �
3x6 4 o
3 5 0 0
9 1 1 13 � o
2x4 II W1 31 I�
2 II 36 17 16 37 3A5 39 111
1 W 4x4= 3x8= 3x6= 1.4 I I
0 24 33 23 22 21 34 20 2x411 2x4 II 30
8x8 5x10 MT20HS= 3x4 I 2x4=
5x6= 4x10= 12x14= 3x6=
7-11-13 10-8-1a 14-8-6 21-2-2 24-0-0 31-0-0 34-0-0, 42-1-12 A4-7-1�
771 2-9-0 3-11-9 6- -;2 2-9-14 7-0-0 3-0-0 8-1-12 2 6-0
Plate Offsets(X Y)- [4:0-3-0 Edge] [6-0-5-0 Edge] [10:0-7-0 0-2-8] [14:0-1-8 0-1-0] [18:0-1-8 0-1-0] [21:0-2-12 0-2-0] [24:0-3-7 0-1-2] [24:0-2-8 0-3-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.38 20 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.10 20 >480 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.49 30 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.61 20 >865 240 Weight:313 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30*Except* 6)Plates checked for a plus or minus 0 degree
T5:2x4 SP No.2 TOP CHORD rotation about its center.
BOT CHORD 2x4 SP No.2*Except* 2-31=3542/2644,3-3 1=-4 44512 6 6 6, 7)This truss has been designed for a 10.0 psf bottom
B3,B6,B8:2x4 SP No.3 34=-3982/2444,4-5=-3910/2463, chord live load nonconcurrent with any other live
B5,B2:2x4 SP M 30 5-6=-5751/3947,6-7=-5644/3957, loads.
WEBS 2x4 SP No.3*Except* 7-32=-4655/3324,8-32=-4599/3332, 8)*This truss has been designed for a live load of
W7,W2:2x4 SP No.2,W15:2x6 SP No.2 8-9=-3180/2365,10-11=-2249/1654, 20.Opsf on the bottom chord in all areas where a
W1:2x8 SP No.2 11-12=-960/681,13-30=-1983/1388, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 12-13=-1951/1360,2-24=-2014/1482, bottom chord and any other members,with BCDL=
BRACING- 9-41=-2977/2327,41-42=-2977/2327, 10.Opsf.
TOP CHORD 10-42=-2977/2327 9)Bearing atjoint(s)30 considers parallel to grain
Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD value using ANSIIrPI 1 angle to grain formula.
purlins, except end verticals. 24-33=-1237/1390,23-33=-1237/1390, Building designer should verify capacity of bearing
BOT CHORD 22-23=-2956/4217,21-22=-2956/4217, surface.
Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 19-20=0/258,7-19=-918/1459, 10)Provide mechanical connection(by others)of truss
4-2-0 oc bracing:11-14 8-18=-946/1534,19-35=-3852/5377, to bearing plate capable of withstanding 1006 lb uplift
10-0-0 oc bracing:19-20 18-35=-3852/5377,18-36=-3180/4386, at joint 24 and 850 lb uplift at joint 30.
WEBS 17-36=-3180/4386,16-17=-1421/2050, 11)This truss has been designed for a moving
1 Row at midpt 16-37=-1421/2050,37-38=-1421/2050, concentrated load of 200.01b live located at all mid
19-21,5-19,8-17,10-17,11-15,12-30,2-23 15-38=-1421/2050,15-39=-673/927, panels and at all panel points along the Bottom Chord,
JOINTS 14-39=-673/927,11-14=-1564/1264 nonconcurrent with any other live loads.
1 Brace at Jt(s):19 WEBS
MiTek recommends that Stabilizers and required 3-21=-591/400,5-21=-1557/1265,
cross bracing be installed during truss erection,in 19-21=-2915/4137,5-19=-1316/1749, LOAD CASE(S)
accordance with Stabilizer Installation guide. 7-18=-1727/1178,8-17=-1953/1450, Standard
9-17=-260/586,10-17=-992/1352,
REACTIONS. (lb/size) 10-15=-676/640,11-15=-983/1398,
24 = 2102/0-8-0 (min.0-2-8) 12-14=-1349/1863,2-23=-1722/3086
30 = 1983/0-5-8 (min.0-1-8)
Max Horz NOTES-
24 = 514(LC 8) 1)Unbalanced roof live loads have been considered
Max Uplift for this design.
24 = -1006(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
30 '_ -850(LC 8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Max Giav h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
24 = 2102(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9,
30 = 1983(LC 1) Interior(1)3-1-9 to 29-0-0,Exterior(2)29-0-0 to 42-3-8,
Interior(1)42-3-8 to 44-5-0 zone;cantilever left and
FORCES. (lb) right exposed;C-C for members and forces&MWFRS
Max.Comp./Max.Ten.-All forces 250(lb)or less except for reactions shown;Lumber DOL=1.25 plate grip
when shown. DOL=1.25
TOP CHORD 3)Provide adequate drainage to prevent water
2-31=4542/2644,3-31=4445/2666, ponding.
34=-3982/2444,4-5=-3910/2463, 4)All plates are MT20 plates unless otherwise
5-6=-5751/3947,6-7=-5644/3957, indicated.
7-32=-4655/3324,8-32=-4599/3332, 5)All plates are 4x6 MT20 unless otherwise indicated.
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Job Truss Truss Type Qty Ply
XCAS6519DS A16 Hip 1 1 A0187944
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:12 2017 Page 1
ID:91 ftG-OBvLYIHkW NQ51 AN UyElSq-YSO WJR WL51-OLlr40u41 Rkv7_iQFZ93a0t2cg Uzhyoz
a 4 0 7-11-13 14-8-6 21-2-2 24-0-0 27-0-0 32 6-0 38-0-0 42-1-12 44-7-12
1 4- 7-11-13 6-8-9 6-5-12 2-9-14 3-0-0 5 6-0 T. 4-1-12 2-6-0
4.00 12
4x6� 5x6= 3x6= 5x6= 4x6 Z- Dead Load DeFl.=3/4 in
7 8 4 9 44 10 4x6
3xfi 4x6
4 11
4x6 32 Tfi 10 W12 12 _
q5
3x6 W6 1 12 1 13 ti o
C6
3 5 n 7 at
� m
2x4 II 31 W2 W7 9 1 1 13 t' Io
0 1 2 yIp 37 17 38 16 39 40 15 41 1N
c 'x4- 3x8= 500 MT20HS= 3x8 30
24 33 23 22 34 21 35 20 2x4 II 2x4 II
=
8x8� 5x10 MT20HS= 4x10= 3x4 I I 4x6 2x4 11
5x6= 12x14= 2x4=
2x4 II 3x6=
7-11-13 14 8-6 21-2-2 24-0-0 32-0-0 42-1-12 st4-7-12
7-11-13 6-8-9 6-5-12 2-9-14 8 6-0 9-7-12 2-6-0
Plate Offsets(X,Y)- [4:0-3-0,Edge),[14:0-1-8,0-1-01,[18:0-1-8 0-1-01,[21:0-2-12,0-2-0),[24:0-2-8,0-3-4) [24:0-3-7,0-1-2)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.40 15-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.16 15-17 >458 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.51 30 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.62 20 >857 240 Weight:316 Ib FT=O%
LUMBER-
TOP CHORD 2x4 SP M 30`Except`
T4,T3:2x4 SP No.2 TOP CHORD 5)Plates checked for a plus or minus 0 degree
BOT CHORD 2x4 SP M 30`Except` 2-31=-4542/2678,3-31=-4446/2700, rotation about its center.
B1,B4,B8:2x4 SP No.2 3-4=-3981/2489,4-5=-3847/2499, 6)This truss has been designed for a 10.0 psf bottom
B3,B6,B7:2x4 SP No.3 5-32=-5754/4026,6-32=-5614/4027, chord live load nonconcurrent with any other live
WEBS 2x4 SP No.3`Except' 6-7=-4640/3382,7-8=-3674/2713, loads.
W7,W2:2x4 SP No.2,W15:2x6 SP No.2 10-1 1=-2010/1464,11-12=-942/692, 7)`This truss has been designed for a live load of
W1:2x8 SP No.2 13-30=-1983/1418,12-13=-1916/1407, 20.Opsf on the bottom chord in all areas where a
OTHERS 2x4 SP No.3 2-24=-2013/1485,8-43=-3483/2635, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING- 9-43=-3483/2635,9-44=-1867/1436, bottom chord and any other members,with BCDL=
TOP CHORD 10-44=-1867/1436 10.0psf.
Structural wood sheathing directly applied or 1-4-12 cc BOT CHORD 8)Bearing at joint(s)30 considers parallel to grain
purlins, except end verticals. 24-33=-1241/1386,23-33=-1241/1386, value using ANSI/TPI 1 angle to grain formula.
BOT CHORD 22-23=-2988/4217,22-34=-2988/4217, Building designer should verify capacity of bearing
Rigid ceiling directly applied or 2-2-0 cc bracing. Except: 21-34=-2988/4217,19-20=0/258, surface.
4-4-0 cc bracing:11-14 6-19=-914/1478,7-18=-1062/1481, 9)Provide mechanical connection(by others)of truss
10-0-0 cc bracing:19-20 19-36=-3923/5383,18-36=-3923/5383, to bearing plate capable of withstanding 1013 lb uplift
WEBS 18-37=-3195/4357,17-37=-3195/4357, at joint 24 and 874 lb uplift at joint 30.
1 Row at midpt 17-38=-2095/2867,16-38=-2095/2867, 10)This truss has been designed for a moving
19-21,5-19,7-17,12-30,9-15,2-23 16-39=-2095/2867,39-40=-2095/2867, concentrated load of 200.01b live located at all mid
JOINTS 15-40=-2095/2867,15-41=-642/883, panels and at all panel points along the Bottom Chord,
1 Brace at Jt(s):19 14-41=-642/883,11-14=-1575/1160 nonconcurrent with any other live loads.
MiTek recommends that Stabilizers and required WEBS
cross bracing be installed during truss erection,in 3-21=-594/400,5-21=-1557/1283, LOAD CASE(S)
accordance with Stabilizer Installation guide. 19-21=-2950/4137,5-19=-1352/1753, Standard
6-18=-1777/1266,7-17=-1624/1314,
REACTIONS. (lb/size) 8-17=-560/865,10-15=-134/355,
24 = 2102/0-8-0 (min.0-2-8) 11-15=-947/1408,12-14=-1284/1772,
30 = 1983/0-5-8 (min.0-1-8) 9-17=-588/951,9-15=-1537/1220,
Max Horz 2-23=-1750/3086
24 = 503(LC 8)
Max Uplift NOTES-
24 = -1013(LC 8) 1)Unbalanced roof live loads have been considered
30 = -874(LC 8) for this design.
Max Grav 2)Wind:ASCE 7-10;VuIt=170mph(3-second gust) S_
24 = 2102(LC 1) Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; `
30 = 1983(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)-1-4-0 to 3-1-9,
FORCES. (lb) Interior(1)3-1-9 to 27-0-0,Exterior(2)27-0-0 to 44-5-0
Max.Comp./Max.Ten.-All forces 250(lb)or less except zone;cantilever left and right exposed;C-C for
when shown. members and forces&MWFRS for reactions shown;
TOP CHORD Lumber DOL=1.25 plate grip DOL=125
2-31=-4542/2678,3-31=-4446/2700, 3)Provide adequate drainage to prevent water
3-4=-3981/2489,4-5=-3847/2499, ponding.
5-32=-5754/4026,6-32=-5614/4027, 4)All plates are MT20 plates unless otherwise
6-7=-4640/3382,7-8=-3674/2713, indicated.
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� Job Truss 7russpe Qty77Jb
A0187945
XCAS6519DS A17 1
eference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:13 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-02avWnXzs36tzvQGabbGySK-6mU Ic?kFXnACwzhyoy
1-4- 7-11-13 14-8-0 oleo-2 24-0-02 32-6-0 40-0-0 2-1-1 44-7-12
6-5-12 2-9-14 -0 7-fi-0 7-6-0 2-1-12 2-6-0
4.00 12 Sx6= 3x8-_ 5x6- 4x6 zz� Dead Load Defl.=3/4in
46% 4x6
4x6 7 8 43 9 10 11
3x6 6 4 12
_ 46% 33T XW12Z W12
4 5
W6 1 1 o
3x6 d
3 $ N m
7 0 1 1 13 r o
W1 32 W2 18 38
2 39 17 16 40 15 41 IN
1 `9.2x14=3x8= 4x6= 4x8= 4x6=
0 25 34 24 23 35 22 36 21 4x6= 31
3x6=
8x8 5x10 MT20HS= 410= 30 II
5x6=
7-11-13 14 8-6 oleo-2 24-0-0 32-0-0 42-1-12 A4-7-12
7-11-13 6-5-12 2-9-14 8-6-0 9-7-12 2-6-0
Plate Offsets(X Y)- [4:0-3-0 Edge] [14:0-1-8 0-1-0] [19:0-1-8 0-1-0] [22:0-2-12 0-2-0] [25:0-2-8,0-3-4],[25:0-3-7,0-1-2]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.40 21 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.15 21 >462 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.54 31 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.64 21 >824 240 Weight:321 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30*Except'
rotation about its center.
Plates checked for a plus or minus 0 degree
T4:2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2*Except* 2-32=-4542/2711,3-32=-4446/2733, rotation
B3,B5,B7:2x4 SP No.3,B2:2x4 SP M 30 3-4=-3980/2526,4-5=-3847/2537, 7)This truss has been designed fora 10.0
WEBS 2x4 SP No.3*Except* 5-33=-5757/4080,6-33=-5668/4089, chord live load nonconcurrent with any otherr bottom
live
loads.
W7,W2:2x4 SP No.2,W15:2x6 SP No.2 6-7=-4632/3397,7-8=-4164/3099,
W1:2x8 SP No.2 10-1 1=-1620/1207,11-12=-943/678, 20.This truss has been designed for a live load of
OTHERS 2x4 SP No.3 13-31=-1983/1392,12-13=-1930/1386, rectangle
f on the bottom chord in all areas where a
BRACING- 2-25=-2013/1486,8-43=-4043/3031, rectangle chord
a tall by other wide will fit between the
TOP CHORD 9-43=-4043/3031,9-44=-1540/1189, bottom chord and any other members.
9)Bearing at joint(s)31 considers parallel to grain
Structural wood sheathing directly applied or 2-6-11 oc 1044=-1540/1189
value using
purlins, except end verticals. BOT CHORD
BOT CHORD 25-34=-1247/1383,24-34=-1 24711383, Building designer gner should verify capacity of bearing
s 1 angle to grain formula.
surface.
Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 23-24=-3019/4218,23-35=-3019/4218,
4-5-0 oc bracing:11-14 22-35=-3019/4218,20-21=0/258, to Provide mechanical connection(by others)of truss
5-2-0 oc bracing:7-19 6-20=-941/1480,7-19=-1122/1442, t bearing plate capable of withstanding 1019 lb uplift
a
10-0-0 oc bracing:20-21 20-37=-3981/5391,19-37=-3981/5391, at joint 25 and 900 lb uplift at joint 31.
11)This truss has been designed fora moving
WEBS 19-38=-3108/4255,18-38=-3108/4255,
1 Row at midpt 18-39=-2369/3296,17-39=-2369/3296, concentrated load of
20-22,5-20,12-31,9-18,9-15,2-24 16-17=-2369/3296,16-40=-2369/3296, panels and at all paneell points along the Bottom Chord,
oi live located at all mid
JOINTS 15-40=-2369/3296,15-41=-611/866, nonconcurrent with any other live loads.
1 Brace at Jt(s):20 14-41=-611/866,11-14=-1546/1104
MiTek recommends that Stabilizers and required WEBS LOAD CASE(S)
cross bracing be installed during truss erection,in 3-22=-597/401,5-22=-1556/1304, Standard
accordance with Stabilizer Installation guide. 20-22=-2992/4136,5-20=-1374/1758,
6-19=-182611405,7-18=-1181/984,
REACTIONS. (lb/size) 8-18=-546/820,11-15=-1015/1431,
25 = 2102/0-8-0 (min.0-2-8) 12-14=-1231/1742,9-18=-691/939,
31 = 1983/0-5-8 (min.0-1-8) 9-15=-2191/1590,2-24=-1776/3087,
Max Horz 9-17=0/349
25 = 493(LC 8)
Max Uplift NOTES-
25 = -1019(LC 8) 1)Unbalanced roof live loads have been considered
31 -900(LC 8) for this design.
Max Gliav 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
25 = 2102(LC 1) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
31 = 1983(LC 1) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)-1-4-0 to 3-1-9,
FORCES. (lb) Interior(1)3-1-9 to 25-0-0,Exterior(2)25-0-0 to 44-5-0
Max.Comp./Max.Ten.-All forces 250(lb)or less except zone;cantilever left and right exposed;C-C for
when shown. members and forces&MWFRS for reactions shown;
TOP CHORD Lumber DOL=1.25 plate grip DOL=1.25
2-32=-4542/2711,3-32=-4446/2733, 3)Provide adequate drainage to prevent water
3-4=-3980/2526,4-5=-3847/2537, ponding.
5-33=-5757/4080,6-33=-5668/4089, 4)All plates are MT20 plates unless otherwise
6-7=-4632/3397,7-8=-4164/3099, indicated.
5)All plates are 2x4 MT20 unless otherwise indicated.
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Job Truss Truss Type Qty Ply -
XCAS6519DS A18 Hip 1 TJ.b
A0187946
Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:13 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEi5q-02avWnXzs36tzvQGabbGySKk6mU IcLkFXnACwzhyoy
24-" 44-7-12
1-4 7-11-13 14-8-0 21-2-2 23-0-0 29-5-3 35:-13 42-0-0 42--12
-0 7-11-13 6-8-9 6-5-12 1-9-14 5-5-3 6-1-11 6-13 0- 12
1kU 2-6-0
4.00 rl2 5x8= Dead Load Deff.=,3/4 in
4x6� 5x6 WB= 3x8= 5x6=
3x6 6 7 8 g 10 11 4x6
12
4x6 5
33 T W12 W10
5
4 W6 0
3x6 n o
3 4 r Y
n ° m
W 19 1 1 g 13 0
0 1 2 32 1 38 17 16 3915 40 IN
Qx14 HS= 3x8=
MT20 4x6= 4x8=3 =
24 34 23 22 35 21 36 20 3x6= 31
8x8 5x10 MT20HS= 4x10= 3x4 11
5x6=
44-7-12
7.11-13 14-8-6 21-2-2 24-040 29-5-3 35-fi-13 42,3 42--12
7-11-13 6-9-9 6-5-12 2-9-14 5-5-3 6-1-11 6-5-3 0- 12
2-6-0
Plate Offsets(X,Y)— [4:0-3-0,Edge),[7:0-5-12,0-2-81,[9:0-3-0,Edge),[14:0-4-0,0-2-41,[21:0-2-12 0-2-0),[24:0-3-7 0-1-21 [24:0-2-8,0-3-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.41 20 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -1.18 20 >449 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) 0.59 31 n/a n/a
BCDL 10.0 Cade FBC20141TPI2007 Matrix-MS Wind(LL) 0.66 20 >802 240 Weight:305 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except* 7)This truss has been designed for a 10.0 psf bottom
T5:2x4 SP No.2 TOP CHORD chord live load nonconcurrent with any other live
BOT CHORD 2x4 SP No.2`Except' 2-32=-4542/2743,3-32=-4445/2765,133:2x4 SP No.3,B2:2x4 SP M 30 3-4=-3981/2568,4-5=-3848/2579, loads.
•This truss has been designed for a live load of
WEBS 2x4 SP No.3`Except' 5-33=-5747/4102,6-33=-5668/4120, 8)*This
psf truss
the bottom chord in all areas where a
W7,W2:2x4 SP No.2,W14:2x6 SP No.2 6-7=-4895/3596,1 1-1 2=-1 1151802, rectangle the tall m chord
wide will fit between the
W1:2x8 SP No.2 13-31=-1983/1409,12-13=-1968/1402, any other members.
d anan a
OTHERS 2x4 SP No.3 2-24=-2013/1490,7-8=-4225/3082, 9)Bearing bottom chord rd joint(s)31 considers parallel to grain
BRACING- 8-9=-4225/3082,9-10=4225/3082,BOOCHORD 796 value using ANSI/TPI 1 angle to grain formula.
Structural wood sheathing directly applied or 2-6-11 oc OT CHORD
TOP CHORD Building designer should verify capacity of bearing
purlins, except end verticals. 24-34=-1258/1381,23-34=-1258/1381, surface.
BOT CHORD 22-23=-3049/4217,22-35=-3049/4217, 10)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 21-35=-3049/4217,19-20=0/258, to bearing plate capable of withstanding 1024 lb uplift
10-0-0 oc bracing:19-20 6-19=-956/1410,19-37=-3988/5366, at joint 24 and 927 lb uplift at joint 31.
WEBS 18-37=-3988/5366,18-38=-3409/4675, 11)This truss has been designed for a moving
1 Row at midpt 17-38=-3409/4675,17-39=-2183/3041, concentrated load of 200.01b live located at all mid
19-21,5-19,12-31,2-23,10-17,10-14 16-39=-2183/3041,15-16=-2183/3041, panels and at all panel points along the Bottom Chord,
JOINTS 15-40=-2183/3041,1440=-2183/3041
nonconcurrent with any other live loads.
1 Brace at Jt(s):19 WEBS
MiTek recommends that Stabilizers and required 3-21=-597/398,5-21=-1556/1331, LOAD CASE(S)
cross bracing be installed during truss erection,in 19-21=-3038/4132,5-19=-1349/1744, Standard
accordance with Stabilizer Installation guide. 6-18=-160011328,7-18=-1171/1591,
12-14=-133611877,2-23=-179513085,
REACTIONS. (lb/size) 8-17=459/494,7-17=-586/476,
24 = 2102/0-8-0 (min.0-2-8) 1 0-1 7=-1 061/1496,10-14=-2503/1804,
31 = 1983/0-5-8 (min.0-1-8) 10-15=0/325
Max Horz
24 = 482(LC 8) NOTES-
Max Uplift 1)Unbalanced roof live loads have been considered
24 = -1024 LC 8 for this design.
31 = -927(LC 8)) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Max Grav Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;
24 = 2102(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
31 = 1983(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9,
Interior(1)3-1-9 to 23-0-0,Exterior(2)23-0-0 to 44-5-0
FORCES. (lb) zone;cantilever left and right exposed;C-C for
Max.Comp./Max.Ten.-All forces 250(lb)or less except members and forces&MWFRS for reactions shown;
when shown. Lumber DOL=1.25 plate grip DOL=1.25
TOP CHORD 3)Provide adequate drainage to prevent water
2-32=4542/2743,3-32=4445/2765, ponding.
34=-3981/2568,4-5=-3848/2579, 4)All plates are MT20 plates unless otherwise
5-33=-5747/4102,6-33=-5668/4120, indicated.
6-7=4895/3596,11-12=-1115/802, 5)All plates are 2x4 MT20 unless otherwise indicated.
13-31=-1983/1409,12-13=-1968/1402, 6)Plates checked for a plus or minus 0 degree
2-24=-2013/1490,7-8=4225/3082, rotation about its center.
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46
Job Truss Truss Type Qty Ply
XCAS6519DS A19 Hip 1 1 A0187947
Jab Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@ai Wss.com Run:8.020 s Aug 31 2016 Pr nt:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:14 2017 Page 1
ID:91ftG OBvLYIHkWNQ51ANUyEl5q-UFSHk7XbdMEka3?T8J6VW9_VFW7P12xtUBXjkMzhyox
44-7-12
1-0 8-1-0 14-6-0 21-0-0 14:0-0 28-8-3 37-5-9 42-1-12 44-"
1-0-0 8-1-0 6-4-12 6-6-0 3-0-0 4-8-3 8-9b 4-8-3 1-10-4
0-7-12
5x10 MT20HS= 3x6—_ Dead Load Deft.=7/8 in
4.00 12 3x4 I I 4x6= 3x6 3x4 II 5x6=
=
6 7 338 9 T4 10 11 12
4x6 3x6� Will
4 5 Ili
W6
3x6
3 4
W7 8 0 lq-1
9
32 7 8= 39 16 15 40 IN
.1 2 7x10 20HS-- 3x6= 4x6= 6 =
23 34 22 35 21 36 20 19 31
8x8 7:� 4x6= 602=
23-8-0 44-"
t 8-1-0 10-8-13 14�i-0 21-0-0 21r2-2 24rp-0 33-0-14 42-1-12 42*12 4¢7i12
8-1-4 2 6-6-0 0--22-5-140 -0 9-0-14 9-0-14 040 Oa7-12
1-6-4
Plate Offsets(X,Y)— [4:0-3-0,Edge],[6:0-6-4,0-2-4],[9:0-3-0,Edge],[12:0-3-0,0-1-12],[14:0-2-0,0-1-12],[17:0-2-0,0-0-4],[18:0-3-0,0-2-12],[21:0-2-12,Edge],[22:0-3-0,0-1-8],
[23:0-2-8,0-34],[23:0-3-7,0-1-2]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.44 19 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -1.28 20-21 >413 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(TL) 0.67 31 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.71 19 >748 240 Weight:290 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except' 7)This truss has been designed for a 10.0 psf bottom
T2:2x4 SP M 31 TOP CHORD chord live load nonconcurrent with any other live
BOT CHORD 2x4 SP No.2*Except* 2-32=4538/2748,3-32=-4439/2770, loads.
B1,B4:2x4 SP M 30,135:2x4 SP No.3 34=4031/2601,4-5=-3904/2620, 8)•This truss has been designed for a live load of
WEBS 2x4 SP No.3`Except' 5-6=-5982/4216,6-7=-5413/3848, 20.Opsf on the bottom chord in all areas where a
W14:2x6 SP No.2,W1:2x8 SP No.2 7-33=-5418/3844,8-33=-5418/3844, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
W2,W7:2x4 SP No.2 8-9=4100/2774,9-10=-4100/2774, bottom chord and any other members.
OTHERS 2x4 SP No.3 10-1 1=-1 026/665,11-12=-10071661, g)gearing at joint(s)31 considers parallel to grain
BRACING- 13-31=-1986/1346,12-13=-1978/1305,TOP CHORD 2-23=-2011/1492 value using ANSUfPI 1 angle to grain formula.Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD Building designer should verify capacity of bearingsurface.
purlins, except end verticals. 23-34=-1346/1473,22-34=-1346/1473, 10)Provide mechanical connection(by others)of truss
BOT CHORD 22-35=-3062/4211,21-35=-3062/4211, to bearing plate capable of withstanding then lb uplift
Rigid ceiling directly applied or 2-2-0 cc bracing. 18-37=-4056/5551,37-38=-4057/5550, to joint in and 9ca lb uplift at joint 31.
WEBS 17-38=-4057/5549,17-39=-3586/5042, 11)This truss has been designed for a moving
1 Row at midpt 16-39=-3586/5042,15-16=-2068/2947, concentrated load of 200.01b live located at all mid
10-14,12-31,2-22,18-21,5-18 15-40=-2068/2947,14-40=-2068/2947 panels and at all panel points along the Bottom Chord,
JOINTS WEBS nonconcurrent with any other live loads.
1 Brace at Jt(s):18 3-21=-546/370,5-21=-1595/1376,
MiTek recommends that Stabilizers and required 6-17=-285/357,8-17=-336/522,
cross bracingbe installed during truss erection,in 8-16=-1281/1104,10-16=-959/1567,
g 10-14=-2505/1830,12-14=-1381/2124, LOAD CASE(S)
accordance with Stabilizer Installation guide. 18-20=0/273,6-18=-1219/1733, Standard
REACTIONS. (lb/size) 2-22=-1720/2987,18-21=-3194/4317,
23 = 2105/0-8-0 (min.0-2-8) 5-18=-1279/1802
31 = 1986/0-5-8 (min.0-1-8)
Max Horz NOTES-
23 = 479(LC 8) 1)Unbalanced roof live loads have been considered
Max Uplift for this design.
23 = -1024(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
31 = -962(LC 8) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Max Grav h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
23 2105(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9.
31 = 1986(LC 1) Interior(1)3-1-9 to 21-0-0,Exterior(2)21-0-0 to
27-3-12 zone;cantilever left and right exposed;C-C
FORCES. (lb) for members and forces 8 MWFRS for reactions
Max.Comp./Max.Ten.-All forces 250(lb)or less except shown;Lumber DOL=1.25 plate grip DOL=125
when shown. 3)Provide adequate drainage to prevent water
TOP CHORD ponding.
2-32=-4538/2748,3-32=-4439/2770, 4)All plates are MT20 plates unless otherwise
3-4=-4031/2601,4-5=-3904/2620, indicated.
5-6=-5982/4216,6-7=-5413/3848, 5)All plates are 2x4 MT20 unless otherwise indicated.
7-33=-5418/3844,8-33=-5418/3844, 6)Plates checked for a plus or minus 0 degree
8-9=-4100/2774,9-10=-4100/2774, rotation about its center.
10-11=-1026/665,11-12=-1007/661,
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i
rJo Truss -]:Truss Type Qty ply
AS6519DS A2O Hip 1 1 A0187948 '
=Referencenal
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:15 2017 Page 1
I D:91 ftG-OBvLYIHkWNQ51 AN UyElSq-yRifxTYDOgMbCDZfi0dk3NXgbwTQmYm 1jrGHGozhyow
44-7-12
r14-0 8-1-4 15-0-0 19-0-0 21-0-0 24-0-0 24-5-4 29-0-4 33-7-0 39-0$ 42 1 12 44 0-0
'- 8 1-4 fi 10.12 4-.10 2-0-0 3-0-0 O S 4-7-0 1 4-7-0 5-54 3-14 1-10-4
0-7-12
4.00 12 7x10 MT20HS- Dead Load Defi.=1-3L16 in
3x6= 4x6=
4x6 6 7 4 8 9
10 3x6=11 4x6=12
4x6� 5 W9 W9
34 1 1 1
3x6� 4 0 "
3 m
3 n
8 6- 1
33 W7 39 1 017 0 3 O
42 16 15 43 14 4 IN
2
1 7x14 20HS= x8- 5xl0 MT20HS WB= 3x6-
24 35 23 22 36 21 37 20 38 19 3x8= 32
8x8= 4x6= 5x10 MT20HS=
6x8=
21-2-2 44-7-12
8-1-0 10$-13 15-0-0 19-M 21-M 24-0-02 33-7-4 39-0$ 42-1-12 44-0-0
8-1-4 2-7-9 4-3-3 4-0-0 2-M 2-9-14 5-5-0 3-1-0 1-10-4
0-2-2 0 7 12
Plate Offsets(X,Y)- [4:0-3-0,Edge],[6:0-4-12,0-2-8],[9:0-3-O,Edge],[14:0-1-12,0-1-8],[15:0-1-8,0-1-81,[18:0-7-12,0-4-8],[21:0-1-8,0-2-12],[23:0-3-0,0-1-8],[24:0-3-10,0-0-0]
[24:0-3-12,0-6-4]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.60 19 >889 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.78 19 >298 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(TL) 0.84 32 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.96 19 >553 240 Weight:287 lb FT=0
LUMBER-
TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30'Except- TOP CHORD 7)This truss has been designed for a 10.0 psf bottom
B3,B6:2x4 SP No.2,B4:2x4 SP M 31 2-33=-4608/2794,3-33=-4512/2817, chord live load nonconcurrent with any other live
WEBS 2x4 SP No.3*Except* 3-4=-4004/2579,4-34=-3925/2589, loads.
W13:2x6 SP No.2 5-34=-3903/2599,5-6=-7121/4913, 8)'This truss has been designed fora live load of
W8,W2,W6,W9:2x4 SP No.2 13-32=-2001/1326,12-13=-1939/1345, 20.Opsf on the bottom chord in all areas where a
W1:2x8 SP No.2,W7:2x4 SP M 30 2-24=-2032/1499,6-7=-6586/4490, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 7-45=-6586/4490,8-45=-6586/4490, bottom chord and any other members.
BRACING- 8-9=-4954/3306,9-10=-4954/3306, 9)Bearing atjoint(s)32 considers parallel to grain
value using ANSIffPI 1 angle to grain formula.
Structural wood sheathing directly applied or 2-2-0 or, BOO TOP CHORD 3306,11-12=-2926/1954 Building designer should verify capacity of bearing
OT
CHORD CHORD
pudins, except end verticals. 24-35=-1260/1417,23-35=-1260/1417, surface.
BOT CHORD 23-36=-3062/4280,22-36=-3062/4280, 10)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 21-22=-3062/4280,18-39=-4789/6823, to bearing plate capable of withstanding 1021 lb uplift
3-6-0 oc bracing:17-18 39-40=-4790/6822,40-41=-4790/6822, at joint 24 and 948 lb uplift at joint 32.
11)This truss has been designed for a moving
WEBS 17-41=-407 /595 ,17-42=-4074/5955, concentrated load of 200.01b live located at all mid
1 Row at 2,2-1pt 15-42=-4074/5955,15-16=-4074/5955, panels and at all panel points along the Bottom Chord,
5-21,12-32,2-23,18-21,11-15,12-14 15 43=-1954/2926,14-43=-1954/292fi nonconcurrent with an other live loads.
JOINTS WEBS y
1 Brace at Jt(s):18 3-21=-650/428,5-21=-2756/2126,
MiTek recommends that Stabilizers and required 1 8-2 0=013 9 6,6-18=-1437/2113, LOAD CASE(S)
cross bracing be installed during truss erection,in 2-23=-1805/3092,18-21=-3491/4843, Standard
accordance with Stabilizer Installation guide. 5-18=-2216/3262,6-17=-387/347,
8-17=-523/794,8-15=-1257/965,
REACTIONS. (lb/size) 11-15=-1591/2387,11-14=-1668/1234,
24 = 2124/0-8-0 (min.0-2-8) 7-17=-391/435,12-14=-2256/3372,
32 = 2001/0-5-8 (min.0-1-8) 10-15=-344/333
Max Horz NOTES-
24 = 437(LC 8)
Max Uplift 1)Unbalanced roof live loads have been considered
24 = -1021(LC 8) for this design.
32 = -948(LC 8) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Max Grav Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf,
24 = 2124(LC 1) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
32 = 2001(LC 1) (envelope)and C-C Exterior(2)-1-4-0 to 3-1-9,
Interior(1)3-1-9 to 19-0-0,Exterior(2)19-0-0 to
FORCES. (lb) 25-3-12 zone;cantilever left and right exposed;C-C
Max.Comp./Max.Ten.-All forces 250(lb)or less except for members and forces 8t MWFRS for reactions
when shown. shown;Lumber DOL=1.25 plate grip DOL=1.25
TOP CHORD 3)Provide adequate drainage to prevent water
2-33=-4608/2794,3-33=-4512/2817, ponding.
3-4=-4004/2579,4-34=-3925/2589, 4)All plates are MT20 plates unless otherwise
5-34=-3903/2599,5-6=-7121/4913, indicated.
13-32=-2001/1326,12-13=-1939/1345, 5)All plates are 2x4 MT20 unless otherwise indicated.
2-24=-2032/1499,6-7=-6586/4490, 6)Plates checked for a plus or minus 0 degree
rotation about its center.
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Job Truss Truss Type Qty PIY
A0187949
XCAS6519DS A21 G Half Hip Girder 1
Job Reference(optional)
At Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:17 2017 Page 1
- I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-vgpPM9aTwHcJRWj 1 pRfC8oc0uj82ERgJA91N Lhzhyou
11 5-10-5 11-5-3 17-00 21-2-2 24-0-02 1112 28-9-5 36-0-9 42-1-12 44-5-4
1-0- 5-10-5 5-0-13 5-6-13 4-2-2 2-9-14 0-11-2 3-9-10 7-7-3 5-9-3 2-3-8
r 4.00 F12 7x14 MT20HS= 4x6= Wa8 Load Defl.=1-3/16 in
5x6= 2x4 II 5x6= 48— 5x6=
3x6� 6 7 8 9 10 11 Ta 12
3x6 111 —1
S T 1
4 3x6� 0
• 0
=
3 on Io3 19 1 39
2x4 II 2 3x4 II 1 4x8 6x6 6x10
c4 N 27 2x4 11
32
25 33 24 23 3422 35 21 36 20 2x4 11 2x4=
7x8 5x6=5x10 MT20H5= 6x8= 3x4 II 4x8= 3x6=
3x6= 1004 MT20HS=
s 5-10-5 11-5-3 17-0-0 21-2-2 24-0-02411112 32-6-15 40-2-2 rig-1-12�44-5-4 1
55-6-13 5-673 4-2-2 2.9-ib 0 11-2 7-7-3 7-7-3 1-11-1 2-3-8
Plate Offsets(X Y)— [6:0-9-0 0-2-0] [14:0-5-0 0-4-4],[19:0-6-0,0-5-0],[21:0-1-8 0-2-8],[24:0-3-0 0-2-4],[25:0-2-10,0-0-14],[25:0-3-0,0-2-12],[32:0-1-0,0-2-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.66 18-19 >799 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -1.87 18-19 >282 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.92 32 n/a n/a.
BCDL 10.0 Code FBC2014/iP12007 Matrix-MS Wind(LL) 1.02 18-19 >519 240 Weight:626 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2`Except* 8)This truss has been designed for a 10.0 psf bottom
T3:2x6 SP 2400F 2.OE,T4:2x6 SP No.2 BOT CHORD chord live load nonconcurrent with any other live
BOT CHORD 2x4 SP No.3'Except* 25-33=-980/1496,24-33=-980/1496, loads.
B1,B2:2x4 SP M 30,B4,B8:2x4 SP No.2 24-34=-3933/7940,23-34=-3933/7940, 9)*This truss has been designed for a live load of
B5:2x6 SP 2400F 2.OE,B7:2x6 SP No.2 22-23=-393377940,22-35=-4021/8241, 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3`Except* 21-35=-4021/8241,7-19=-687/1078, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
W13,W1:2x6 SP No.2,W9:2x4 SP M 30 19-37=-10477/21930,37-38=-10436/21840, bottom chord and any other members.
W8:2x4 SP M 31,W10,W2:2x4 SP No.2 18-38=-10436/21840, 10)Bearing atjoint(s)32 considers parallel to grain
OTHERS 2x4 SP No.3 18-39=-10441/21850,17-39=-10441/21850, value using ANSI/TPI 1 angle to grain formula.
BRACING- 17-40=-8052/16824,16-40=-8052/16824, Building designer should verify capacity of bearing
TOP CHORD 15-16=-4646/9645,15-41=-4646/9645, surface.
Structural wood sheathing directly applied or 3-1-13 oc 14-41=-4646/9645 11)Provide mechanical connection(by others)of truss
purlins, except end verticals. WEBS
BOT CHORD 3-24=-490/337,3-22=-334/515, to bearing plate capable of withstanding 1768 lb uplift
Rigid ceiling directly applied or 6-11-8 oc bracing. 5-21=-535/505,6-21=-6173/3028, at joint 25 and 1650 lb uplift at joint 32.
Except: 1 9-21=-49 31/1 0246,6-19=-7726/16226, 12)This truss has been designed for a moving
10-0-0 oc bracing:19-20 7-17=-2637/1359,9-17=-1548/3392, concentrated load of 200.01b live located at all mid
WEBS 9-16=4208/2138,11-16=-1959/4429, panels and at all panel points along the Bottom Chord,
1 Row at midpt 6-21 11-1 4=-5466/2742,12-14=-2693/5847, nonconcurrent with any other live loads.
JOINTS 2-24=-2969/6464,8-17=-377/237 13)Use USP THDH26-3(With 16d nails into Girder&
1 Brace at Jt(s):19 16d nails into Truss)or equivalent at 21-8-0 from the
NOTES- left end to connect truss(es)A22G(3 ply 2x6 SP)to
REACTIONS. (lb/size) 1)2-ply truss to be connected together with 10d front face of bottom chord.
25 3671/0-8-0 (min.0-2-3) (0.131"xY)nails as follows: 14)Fill all nail holes where hanger is in contact with
32 348010-3-0 (min.0-1-8) Top chords connected as follows:2x4-1 row at 0-9-0 lumber.
Max Horz oc,2x6-2 rows staggered at 0-7-0 oc.
25 390(LC 4) Bottom chords connected as follows:2x4-1 row at LOAD CASE(S)
Max Uplift 0-9-0 oc,2x6-2 rows staggered at 0-2-0 oc. Standard
25 -1768(LC 4) Webs connected as follows:2x4-1 row at 0-9-0 oc. lanced):Lumber Increase=1.25
(balanced):
e
32 -1650(LC 4) 2)All loads are considered equally applied to all plies, Plate Increase 1)Dead+Roof Live
(ba
Max Grav except if noted as front(F)or back(B)face in the Uniform Loads(plf.25
rm
25 3671(LC 1) LOAD CASE(S)section.Ply to ply connections have Vert:rm Load,2-6=-70,6-12=-70,20-25=-20,
32 3480(LC 1) been provided to distribute only loads noted as(F)or 18-19=-20,13-18=-20
(B),unless otherwise indicated. Loads(lb)
Loa Concentrated
FORCES. (lb) 3)Unbalanced roof live loads have been considered Vert:37 rated oa
Max.Comp./Max.Ten.-All forces 250(lb)or less except for this design.
when shown. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)
TOP CHORD Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;
2-3=-8460/3867,3-4=-8723/4054, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
4-5=-8625/4064,5-6=-8308/3921, (envelope);cantilever left and right exposed;Lumber
6-7=-21704/10374,7-8=-19609/9323, DOL=1.25 plate grip DOL=1.25
8-9=-19609/9323,9-10=-13326/6275, 5)Provide adequate drainage to prevent water
10-1 1=-1 332616275,11-12=-5101/2367, ponding.
13-32=-3480/1650,12-13=-3388/1628, 6)All plates are MT20 plates unless otherwise
2-25=-3549/1763 indicated.
BOT CHORD 7)Plates checked for a plus or minus 0 degree
25-33=-980/1496,24-33=-980/1496, rotation about its center.
Vsah{Fl OsextFlruiitri tl'litl.,.l65i9s5._3rsEY33t In4567t0IF:list�SiCY"lCt3jJlAC3tELhL;F1'�tanYcJpM¢�s-�Mtedteol t fSlrtss Besl}@tts!(IR1iddelp rl it-t<I";rt rt'��SletLeirte -Crleus;'ttiise C.4duCerrA;edj
uriouxzdNtssSrllkutiWt2t'CCulesd(Asp?¢op�tt}tax{esprttrl�pt-t'esyy,�ym.ireum �,}^�taor ed.t}ot,pttp�,�4r;1c{ ddxsuikT tep�ctrtgicgttxt}n}.izitsnctic.��sc,�«rtucwl ;h Anttieny7Tomboii[,,t?_E..
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� FortPier z,EL 344do
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Job Truss Truss Type Q Ply
XCAS6519DS A22G Monopitch Girder 1 3 Job Reference(optional) AO 1 879flo
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:17 2017 Page I
ID:91ftG OBvLYIHkWNQ51ANUyE]5q-vqpPM9aTwHcJRWjlpRfC8ocCNjFYEZ9JA91NLhzhyou
A 6-11-4
23-5-16 _10
4.00FI-2
3
3 3x4
x4
Truss M, pitch 1 73 Job Reference(opfional)
2
3x6 6:1;�
1
Yv
9
9 Wa
Ll 7 8 9 5 10 11 12
6 4
2x4 11 JUS26 6x6= JUS26 4x6
JUS26 JUS26 JUS26
JUS26
6-11-4
1 1-4
3 2 3--5_1
0
Plate Offsets(X,Y)- [4:0-1-12,0-2-01,[5:0-3-0,0-4-41
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.01 5-6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.03 5-6 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.00 4 n1a n/a
BCOL 10.0 Code FBC20141TPI2007 Matrix-MP Wind(LL) 0.01 4-5 >999 240 Weight:175 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 2)All loads are considered equally applied to all plies,
BOT CHORD 2x6 SP No.2 except if noted as front(F)or back(B)face in the
WEBS 2x4 SP No.3*Except* LOAD CASE(S)section.Ply to ply connections have Standard
BRACING- W5,W1:2x6 SP No.2 been provided to distribute only loads noted as(F)or Concentrated Loads(lb)
TOP CHORD (B),unless otherwise indicated. Vert:7=-892(B)8=-988(F)9=-890(B)1 0=-988(F)
Structural wood sheathing directly applied or(3-0-0 oc 3)Wind:ASCE 7-10;Vult=l 70mph(3-second gust) 11=-890(B)12=-990(F)
purlins, except end verticals. Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-,
BOTCHORD h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
-0-0 oc bracing.R (envelope);cantilever left and right exposed;Lumber
Rigid ceiling directly applied or 10
DOL=1.25 plate grip DOL=1.25
REACTIONS. (lb/size) 4)Plates checked for a plus or minus 0 degree
6 = 3119/0-7-4 (min.0-1-8) rotation -
about its center.
4
3104/Mechanical 5)This truss has been designed for a 10.0 psf bottom
Max Horz chordlive load nonconcurrent with any other live
6 = 134(LC 4) loads.
Max Uplift 6)*This truss has been designed for a live load of
6 = -1292(LC 4) 20.Opsf on the bottom chord in all areas where a
4 = -1431(LC 4) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Grav bottom chord and any other members.
6 = 3119(LC 1) 7)Refer to girder(s)for truss to truss connections.
4 = 3104(LC 1) 8)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 1292 lb uplift
FORCES. (lb) at joint 6 and 1431 Its uplift at joint 4.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 9)This truss has been designed for a moving
when shown. concentrated load of 200.01b live located at all mid
TOP CHORD panels and at all panel points along the Bottom Chord,
1-2=-20211831,1-6=-2120/883 nonconcurrent with any other live loads.
BOT CHORD 10)Use USP JUS26(With 1 Od nails into Girder&1 Od
5-1 0=-890/1896,10-11=-890/1896, nails into Truss)or equivalent spaced at 2-0-0 cc max.
11-1 2=-890/1896,4-12=-890/1 896 starting at 1-10-8 from the left end to 5AO-8 to connect
WEBS truss(es)C1 4(1 ply 2x4 SP),C1 3(1 ply 2x4 SP),C1 2
1-5=-938/2353,2-4=-2774/1302, (1 ply 2x4 SP)to front face of bottom chord.
2-5=-1073/2393 11)Use USP JUS26(With 10d nails into Girder&1 Od
nails into Truss)or equivalent spaced at 2-0-0 cc max.
NOTES- starting at 1-0-0 from the left end to 5-0-0 to connect
1)3-ply truss to be connected together with 1 Od truss(es)A25(1 ply 2x4 SP),A24(I ply 2x4 SP),A23
(0.13 1"xX)nails as follows: (1 ply 2x4 SP)to back fare of bottom chord.
Top chords connected as follows:2x4-1 row at 0-9-0 oc 12)Fill all nail holes where hanger is in contact with
,2x6-2 rows staggered at 0-9-0 oc. lumber.
Bottom chords connected as follows:2x6-2 rows
staggered at 0-9-0 oc.
Webs connected as follows:2x4-1 row at 0-9-0 oc. LOAD CASE(S)
Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25
,Plate Increase=1.25
Uniform Loads(plo
Vert:1-3=-70,4-6=-20
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60083
is 45jSt-Wde'Blvd,
'ihn in, Fart Pierce FL.34046
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A0187951
XCAS6519DS IP 1 1
[Job Reference (optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:18 2017 Page 1
ID:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-NONoaVa6hbk93g I EN8BRh?9Cv7X?ztgTPpVxt7zhyot
-1-40 8-6-1 15-M 21-5-10
1-4-0 8-6-1 6-5-15 6-5-10
4.00 12 4x8 5x6=
Dead Load DeFl.=3/16 in
5 6
5x6
i9Ll
4 I
W4 � ? o
21 W3
3x6 20
3
1.5x4 112 1 12 19 `o
22 10 23 9 8 24 7
1.5x4 11 3x4 3x4=
3x6 II 3x4=
8-0-1 15-0-0 21-5-10
8 6-1 6-5-15 6-5-10
Plate Offsets(X Y)— [2:0-4-1 0-1-1] [4:0-3-0 0-3-0] [5.0-5-0 0-2-0] [6:0-3-0 0-3-0] [7:0-1-12 0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.21 10-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.36 8-10 >712 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.07 19 n/a n/a
BCDL 10.0 Code FBC2014rfP12007 Matrix-MS Wind(LL) 0.10 8-10 >999 240 Weight:118 Ib FT=0
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 WEBS
WEBS 2x4 SP No.3 4-10=0/317,4-8=-826/681,5-8=-234/547,
OTHERS 2x4 SP No.3 5-7=-973/720
SLIDER
Left 2x4 SP No.3 1-6-0 NOTES-
BRACING- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Structural wood sheathing directly applied or 2-2-0 oc h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
purlins, except end verticals. (envelope)and C-C Exterior(2)-1-4-0 to 4-6-4,
BOT CHORD Interior(1)4-6-4 to 15-0-0,Exterior(2)15-0-0 to 21-0-6
Rigid ceiling directly applied or 5-3-3 oc bracing. zone;C-C for members and forces&MWFRS for
WEBS reactions shown;Lumber DOL=1.25 plate grip
1 Row at midpt 5-7 DOL=1.25
MiTek recommends that Stabilizers and required 2)Provide adequate drainage to prevent water
cross bracing be installed during truss erection,in ponding.
accordance with Stabilizer Installation guide. 3)Plates checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf bottom
2 = 1076/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live
19 = 910/Mechanical loads.
Max Horz 5)'This truss has been designed for a live load of
2 = 316(LC 8) 20.Opsf on the bottom chord in all areas where a
Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = -451(LC 8) bottom chord and any other members.
19 = -397(LC 8) 6)Refer to girder(s)for truss to truss connections.
Max Grav 7)Provide mechanical connection(by others)of truss
2 = 1076(LC 1) to bearing plate capable of withstanding 451 lb uplift at
19 = 910(LC 1) joint 2 and 397lb uplift at joint 19.
8)This truss has been designed for a moving
FORCES. (lb) concentrated load of 200.01b live located at all mid
Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord,
when shown. nonconcurrent with any other live loads.
TOP CHORD
2-3=-473/0,3-20=-1721/957,
20-21=-1635/967,4-21=-1575/979, LOAD CASE(S)
4-5=-928/545,7-12=-459/704, Standard
6-12=-459/704
BOT CHORD
2-22=-1201/1551,10-22=-1201/1551,
10-23=-1204/1547,9-23=-1204/1547,
8-9=-1204/1547,8-24=-600/820,
7-24=-600/820
WEBS
4-10=0/317,4-8=-826/681,5-8=-234/547,
5-7=-973/720
ilr+'SE r!ti$pYs-t..!tdNY'�A;t.us�udt:ndxi tE.eisnter9df jds�sEelrltG:ptr,i§�SsDunjzfrhg fl'rtr Et,a:.ltuite trlism s�sEd ncdoip='!d1$nRt E..tj ysts,it lit sl-t �.fr,MC mal dirfdj;d,..Eit{iri„meE
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SuC&3 '
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Job �A;274
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XCAS6519DS P 1 1 A0187952
Job Refere�(optional) �
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:18 2017 Page 1
I D:91 ftG_OBvLYI HkWNQ51 AN UyE[5q-NONoaVa6hbk93gl ENBB Rh?99R7XszzeTPpVxt7zhyot
1 4-0 7-5-6 13-0-0 21-5-10
1 4-0 7-5-6 5-6- 00 8-5-10
4x8
3x4=
= 5x6— Dead Load Defl.=W 6 in
5 6
4.00 F12 T
3x4
4 [ 11
3z4 4 I 'o
20 21 w3 s o
3
i
1.5x4 12 ,'�, 11�2 19 po
22 10 23 9 8 24 7
3x6 II
1.5x4 11 3x4= 3x6=
3x4=
7-5-6 1%000 21-5-10
7-5-6 5-6-10 8-5-10
Plate Offsets(X,Y)— [2:04-1,0-0-91,[5:0-5-0,0-2-01,[6:0-3-0 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.26 7-9 >997 360 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.46 7-9 >564 240
BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.08 19 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.12 9-10 >999 240 Weight:115 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 WEBS
WEBS 2x4 SP No.3 4-10=0/270,4-9=-600/544,5-9=-170/509,
OTHERS 2x4 SP No.3 5-7=-1085/782
SLIDER
Left 2x4 SP No.3 1-6-0 NOTES-
BRACING- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf;
Structural wood sheathing directly applied, except end h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
verticals. (envelope)and C-C Exterior(2)-1-4-0 to 4-3-13,
BOT CHORD Interior(1)4-3-13 to 13-0-0,Exterior(2)13-0-0 to
Rigid ceiling directly applied or 5-1-12 oc bracing. 21-0-6 zone;C-C for members and forces$MWFRS
WEBS for reactions shown;Lumber DOL=1.25 plate grip
1 Row at midpt 5-7 DOL=1.25
MiTek recommends that Stabilizers and required 2)Provide adequate drainage to prevent water
cross bracing be installed during truss erection,in ponding.
accordance with Stabilizer Installation guide. 3)Plates checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf bottom
2 = 1076/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live
19 = 910/Mechanical loads.
Max Horz 5)'This truss has been designed for a live load of
2 = 279(LC 8) 20.Opsf on the bottom chord in all areas where a
Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = -460(LC 8) bottom chord and any other members.
19 = -388(LC 8) 6)Refer to girder(s)for truss to truss connections.
Max Grav 7)Provide mechanical connection(by others)of truss
2 = 1076(LC 1) to bearing plate rapable of withstanding 460 lb uplift at
19 = 910(LC 1) joint 2 and 388 Ib uplift at joint 19.
8)This truss has been designed for a moving
FORCES. (lb) concentrated load of 200.01b live located at all mid
Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord,
when shown. nonconcurrent with any other live loads.
TOP CHORD
2-3=-453/0,3-20=-1750/1043,
2 0-21=-1 66911054,4-21=-1 666/1063, LOAD CASE(S)
4-5=-1176/721,7-12=-364/626, Standard
6-12=-364/626
BOT CHORD
2-22=-1243/1584,10-22=-1243/1584,
10-23=-1243/1584,9-23=-124311584,
8-9=-762/1073,8-24=-762/1073,
7-24=-762/1073
WEBS
4-10=0/270,4-9=-600/544,5-9=-170/509,
5-7=-1085/782
X¢J3'tl fl1351:6ft�rfl�N f't tr_r 21USi5>$urXKtlit[(!fj(((I$1[^1$tE31JI^!2 a'Id rk74:i.GSt'AItn6.lRdr! r 'i1SUf Fitt N+.SaI'ii I¢ilMjsytxpy(i[{,at 13 fR{{r:t'.%'L9.re.itlHlRf$lfitt!!(t5l:�f.i¢±il N¢S..tt4;<II'�J,ttlr
,uilk:lw".a r4Yls lr'.ks�s>afnka lttNxrsid. tr ss ei�.pmsust i¢csrysp! st tnsglpII¢rsri ia,spes! R>:lhs vrtgixlrc¢lrytssdii�(nfisenp¢CAtsrtLt st.j�rdmrtr r3B d.ahr iFN..kehg riias.ba§tnm xtshn5t!.
,first a•ustin lutrWtfia3 tics tE.�;y�R t at¢iirsm' rtil..1 rdt!dq3 ys,nb[ tlL i,�C;atylt d¢f jai U tN Ix r{p<1drR 18tn ut 5tid t72.s,t,xstalsa8 t.n e;.x+,lilT rtt:aa;thEt M sut :ip� ,9ntl'onyF Fomtio:IIi FE.:
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phu4iutn¢dsl KaTrlagerl tsst9rl�lEi lEprat ofre!_"¢etass6uipFµac i!galf t s¢g..Ip¢r ai nSf kn Eq, dm6:eip liilga ud4s mut:§.dalF6i_
' oast`' Lucieaivd,
• - Ftut Pierc,K,34946:
GppilltlQ2i11bA-1Feo1Ltis's-AnlhespI lombo ill,P.L s produdonoft9isdomm.ot,inan}[im,fspru4.btltd.lb usIbrvVenpa isssofi mA-1FoolTres scAilhay1.losbaIII;1
� Job Truss Truss Type Qty PIY
Jab Reference(optional) A0187953
XCAS6519DS A25 HALF HIP 1 1
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:19 2017 Page 1
ID:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-rCxAnrbkSvtOhgtQxsigDDiPaXrOiKlcdTEUPazhyos
14-0 6-8-10 11-0-0 16-1-1 21-5-10
1 4-0 6-8-10 4-3-6 5-1-1 5-4-9
3x4=
s• Dead Load Defl.=5/16 in
4x4= 3x4 5x6=
=
5 QQ 22 7
4.00 12
1,5x4
4 L1
21 \� i o
3x4� 20 3
3 \� 12 19
1.5x4 II 2
1
!
!
23 10 9 24 8
4x6 11 3x8= 3x4= 4x4=
11 0-0 21-5-10
11-0-0 '10-5-10
Plate Offsets(X Y)— [2:0-4-5 Edge] [7:0-3-0 0-3-0] [8:0-1-8 0-1-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.51 8-10 >500 360 MT20 244/190
TCDL 15.0 Lumber DOL . 1.25 BC 0.87 Vert(TL) -0.87 8-10 >295 240
BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.04 19 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.09 8-10 >999 240 Weight:111 lb FT=O%
LUMBER-
TOP CHORD 2x4 SP M 30`Except' NOTES-
T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BOT CHORD 2x4 SP M 30*Except* Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
B2:2x4 SP No.2 h=14ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
WEBS 2x4 SP No.3
OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)-1-4-0 to 4-1-7,
SLIDER Interior(1)4-1-7 to 11-0-0,Exterior(2)11-0-0 to 18-8-9
Left 2x4 SP No.3 1-6-0 zone;C-C for members and forces&MWFRS for
BRACING- reactions shown;Lumber DOL=1.25 plate grip
TOP CHORD DOL=1.25
Structural wood sheathing directly applied or 4-6-12 oc 2)Provide adequate drainage to prevent water
ponding.
pT except end verticals. 3)Plates checked for a plus or minus 0 degree
ROOT CHORD rotation about its center.
Rigid ceiling directly applied or 6-3-10 oc bracing. 4)This truss has been designed for a 10.0 psf bottom
MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live
cross bracing be installed during truss erection,in loads.
accordance with Stabilizer Installation guide. 5).This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 1076/0-8-0 (min.0-1-8) bottom chord and any other members.
19 = 910/Mechanical 6)Refer to girder(s)for truss to truss connections.
Max Horz 7)Provide mechanical connection(by others)of truss
2 = 241(LC 8) to bearing plate capable of withstanding 468 lb uplift at
Max Uplift joint 2 and 380 lb uplift at joint 19.
2 = -468(LC 8) 8)This truss has been designed for a moving
19 = -380(LC 8) concentrated load of 200.Olb live located at all mid
Max Grav panels and at all panel points along the Bottom Chord,
2 = 1076(LC 1) nonconcurrent with any other live loads.
19 = 910(LC 1)
FORCES. (lb) LOAD CASE(S)
Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard
when shown.
TOP CHORD
2-3=765/0,3-20=-1756/1142,
20-21=-1692/1151,4-21=-1681/1159,
4-5=-1390/836,5-6=-1276/848,
8-12=-453/762,7-12=-453/762
BOTCHORD
2-23=-1286/1594,10-23=-1286/1594,
9-10=-659/940,9-24=-659/940,
8-24=-659/940
WEBS
4-10=-378/499,6-10=-245/482,
6-8=-1059/772
�iny flen atit�dpin.'irxfit!r x149Si"Sfli7'p&KiL[;ttk 1C0%7IiNi5(k%1#'Y5'alS 6:S:Ji9�Mi'C;ia..in7phrg(c.siit¢tix2 i sy�i,nn C'lAft�i Fi i[Piilu4 Jdf ql .So17,.1 ti,r,n SkrnEeimi ne-.luse£rsrae C.d 3t t^,nij
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'• =[9 ti @I,Q.i,i0lt k•1 R90tliFt#S,1tniFC I InmSa III.P,Ei Re mduUroantlhis damoert,indri'ix,d rah,6ited thecOhenrinan etmrzt ct,tlnm A=1 roolirecstt:A6Shes l legralli i'.L '
Job Truss Truss Type Qty ply
XCAS6519DS A26 Roof Special 1 1 A0187954
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:19 2017 Page 1
ID:91ftG OBvLYIHkWNQ51ANUyElSq-rCxAnrbkSvtOhgtQxsigDDiPLXuBiLMcdTEUPazhyos
-1-4-0 9-0-0 14-11-4 20-10-8 21-4 0
1 4-0 9-0-0 5-11-4 5-11-4 -5-
DgRd Lead Dell.=V6 in
48= 1.5x4 11 5x10=
4.00 12 4 21 5 6
20 L
44--�:: 2 0
3 °D
ra
19
1.5x4 II 2 EJ 0
1Bi
v
23 10 9 24 8 25 7
�22
5x6 11 1.5x4 11 3x4= 3x8= 3x3 11
9-0-0 14-11 4 20-10-8 214 0
9-0-0 5-11-4 5-11-4 -5-
Plate Offsets(X,Y)— [2:0-3-13,0-041,[4:0-5-0,0-2-01,[6:0-1-8,0-3-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.23 10-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.44 10-17 >582 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 19 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.16 10-17 >999 240 Weight:111 Ib FT=O%
LUMBER-
TOP CHORD 2x4 SP M 30*Except' NOTES-
T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust
BOT CHORD 2x4 SP No.2 )
WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
OTHERS 2x4 SP No.3*Except* h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
BL1:2x6 SP No.2 (envelope)and C-C Exterior(2)-1-4-0 to 1-11-10,
SLIDER Interior(1)1-11-10 to 9-0-0,Exterior(2)9-0-0 to 13-8-0
Left 2x6 SP No.2 2-6-0 zone;cantilever left and right exposed;C-C for
BRACING- members and forces 8 MWFRS for reactions shown;
TOP CHORD Lumber DOL=1.25 plate grip DOL=1.25
Structural wood sheathing directly applied or 4-8-7 oc 2)Provide adequate drainage to prevent water
pudins, except end verticals. ponding.
BOT CHORD 3)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 4-9-9 oc bracing. rotation about its center.
4)This truss has been designed for a 10.0 psf bottom
MiTek recommends that Stabilizers and required chord live load noncwncurrent with any other live
cross bracing be installed during truss erection,in loads.
accordance with Stabilizer Installation guide. 5)'This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 1066/0-8-0 (min.0-1-8) bottom chord and any other members.
19 = 893/0-3-8 (min.0-1-8) 6)Bearing atjoint(s)19 considers parallel to grain
Max Horz value using ANSI/TPI 1 angle to grain formula.
2 = 227(LC 8) Building designer should verify capacity of bearing
Max Uplift surface.
2 = -550(LC 8) 7)Provide mechanical connection(by others)of truss
19 = -431(LC 8) to bearing plate capable of withstanding 550 lb uplift at
Max Grav joint 2 and 431 lb uplift at joint 19.
2 = 1066(LC 1) 8)This truss has been designed for a moving
19 = 893(LC 1) concentrated load of 200.0Ib live located at all mid
panels and at all panel points along the Bottom Chord,
FORCES. (lb) nonconcurrent with any other live loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD LOAD CASE(S) c
2-3=-582/0,3-20=-1573/1076, Standard
4-20=-1544/1090,4-21=-1281/904,
5-21=-1281/904,5-6=-1281/904,
7-12=01260,6-12=0/260
BOT CHORD
2-22=-1135/1464,2-23=-1135/1464,
10-23=-1135/1464,9-10=-1134/1471,
9-24=-1134/1471,8-24=-1 1 3411 471
WEBS
4-10=0/339,4-8=-298/265,5-8=-448/464,
6-8=-911/1290
' NiRlf]Flsv Rffn:Yrni�fa hf rliQIItSStSs513;1E3At ItIDS6�k0Il:tS t93?GYj WY3'ii6:An�[♦yY 11'�lan teid[tslf_y afenMieNsuS3s?hss¢nly^nu[plr;¢kM isgx[I.Lzta lG,t trk f Shileim«n.hJess'itltf:ise r�etnGi lfU-:ufr _
fiTfxua«af?IFI fSsRk sfffz'kE1'Gfalil{25lr G fur nq Si,fly[gla. RfM 95[[D"v14YN'ns fs?eawEfdc Jnsf.Irrfyacu�.k iv 3f l,s.,ffsuik rn tg7sf nf>m p«sifrmL ix&gsn,pF,Rn.IxWq mf:uf:s�! Anthori",T.romtifittt-P.&.
indCn b.pi«ppr Rur cNram.c rRsce% Rarsn rznnf swra�,G n fti•n ifarznYfi tnfi�xk raumGttte.r[ i�n roo mf aie�u Yfr fffa<e r?�1,'i [ ',ii kf.. iSa,i+ [ >Jnp�l y
' Rel7fe[Hsryrnt L6t�Q lge:I s fauR iG f/Nz[rtti¢sr li:iwsdfizki4'i[-r.fn5rtulah uaiflSllf V;if`I{?r !SE<A ei reln tf d1m.[Se f,a�ltfiasttertcr h63es ni i.^x"sitR i s O snn,rioss Ce.tnn;senntlns Ymh�n.nkss v(
ftFe�.nn(ehxsi.finnntipf4 luYnGrq t!i7r:nNSlnl�ltiMrnssOes[f[>3otiinA ttlf init f[Giilrwxlas fYe3[iiia'R at sraa7l si..d(ii[Aclind na:ne si EeS In*q I. `Si:St.LUCIQ Blvd,.
44
ForYPierce,fL'74940
Cappig5?9 7�16 Ad Aaf imssa-k?6�ey I i a-a.I[,P,E:Remdutha¢df i6is dafumenL in anY form,is p[ohitgtd wtlhgot 16e infien pefraissia5 tram A;I i at[msszs=ktdooyi-Tem@b IIGP.F:
i
Job Truss Truss Type Qty Ply
A0187955
XCAS6519DS A27 Roof Special 1 T1J.b
eference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:20 2017 Page 1
ID:91 ftG—OBvLYIHkW NQ51 AN UyEl5q-J PVY_ACMDC?tl—ScUZDvmQEWSxDORdms6-1 yOzhyor
1 4-0 7-M 13-11-4 20-10-8 21-4 0
1-4-11 7-0-0 6-114 6-114 -5-
18
Dead Load Detl.=1/4 in
4x6=
4x8= 1.5x4 11 5x10=
4.00 F12 4 22 5 6
L
3x4 7:5� 2021
19 d
x4 11 2
3 cis
1.5 q
1 Iv
V 11 1 23 10 249 8 25 7
3x6 11 1.5x4 11 44= 3x8= 3x3 11
7-0-0 13-114 20-10-8 214 0
7-0-0 6-114 6-11-4 -5-
18
Plate Offsets(X,Y)— [2:0-3-13,0-1-1],[4:0-5-0,0-2-0],[6:0-1-8,0-3-0],[7:0-1-8,0-0-0],[8:0-2-0,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.22 8-10 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.45 8-10 >565 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.05 19 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.16 8-10 >999 240 Weight:104 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30'Except'
T2:2x4 SP No.2 WEBS
BOT CHORD 2x4 SP No.2 4-10=0/292,4-8=-138/337,5-8=-557/554,
WEBS 2x4 SP No.3 6-8=-1154/1671
OTHERS 2x4 SP No.3*Except*
BL1:2x6 SP No.2 NOTES-
SLIDER 1)Unbalanced roof live loads have been considered
Left 2x4 SP No.3 1-6-0 for this design.
BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Structural wood sheathing directly applied or 2-2-0 oc h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
puriins, except end verticals. (envelope)and C-C Exterior(2)-1-4-0 to 1-11-10,
BOT CHORD Interior(1)1-11-10 to 7-0-0,Exterior(2)7-0-0 to 11-8-0
Rigid ceiling directly applied or 5-3-7 oc bracing, zone;cantilever left and right exposed;C-C for
WEBS members and forces&MWFRS for reactions shown;
1 Row at midpt 6-8 Lumber DOL=1.25 plate grip DOL=125
MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water
cross bracing be installed during truss erection,in ponding.
accordance with Stabilizer Installation guide. 4)Plates checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom
2 = 1066/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live
19 = 893/0-3-8 (min.0-1-8) loads.
Max Horz 6)'This truss has been designed for a live load of
2 = 186(LC 8) 20.Opsf on the bottom chord in all areas where a
Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = -556 LC 8 bottom chord and any other members.
19 = 425(LC 8) 7)Bearing atjoint(s)19 considers parallel to grain
Max Grav value using ANSI/TPI 1 angle to grain formula.
2 = 1066(LC 1) Building designer should verify capacity of bearing
19 = 893(LC 1) surface.
8)Provide mechanical connection(by others)of truss
FORCES. (lb) to bearing plate capable of withstanding 556 lb uplift at
Max.Gomp./Max.Ten.-All forces 250(lb)or less except joint 2 and 425 lb uplift at joint 19.
when shown. 9)This truss has been designed for a moving
TOP CHORD concentrated load of 200.01b live located at all mid
2-3=-459/0,3-20=-1746/1169, panels and at all panel points along the Bottom Chord,
20-21=-1729/1171,4-21=-1721/1187, nonconcurrent with any other live loads.
4-22=-1775/1219,5-22=-1775/1219,
5-6=-1775/1219,7-12=0/265,6-12=0/265
BOT CHORD LOAD CASE(S)
2-23=-1203/1580,10-23=-1203/1580, Standard
10-24=-1200/1585,9-24=-1200/1585,
8-9=-1200/1585
WEBS
4-10=0/292,4-8=-138/337,5-8=-557/554,
''Vmiy'Fl�v hn rdrseei,h,111C DL5S3,R_7 reEliflTi1N16rJkDI17lS(ffi?CLy'UUfRR�"t.tkA7i2[AeY!{r`�n�icdi k'pyv4msu(in/wlf uEit lass telp9 igpP`;sWMt ltpart T,aliG:r Irh.na5trntelne n.:E-Jen P.n ne WdnCe IFO;e,ij '
f?Teicmxsr{idn t�IDf2_n,{ii(1EDDHfe1d:11,iTRS OnR IrrEkAt'L1{W,Iq(:q ns�wsry TDD sq mm,e,ra daH,rn nl iigm mryrs{wtyMtclsy d�,sink Tm ie{.r.1<,lsefcp 4nt,IFll iwr,rtps„sxest.ee ctm�iesr Aniheri-7'Tom6o'III-P.E.
al'nidr ,Lxnriti9Jis Qe,e{u'jMeia EsC-en4s�tleruet p .in,L,N3Jsxa,` D.e A tilh'Q tetra Ih,bilk&j.d i1K1 R_(r,ddh IDD f,Rfe'd dh T sud.tiihTmt 1 i pA,f6n•,ss1.s;.,d:f Cx / l/iijd y 60683 ,
a,r�llcrC s,�aas(ae,� IaM s nsytD i3t{rt�[ii.lpefm,7rur,rW r6 paeeS,:ll,sr rtsnr lt:ttnlrr nSsln�ad� 1 { drn,,; fFie�ixs H,. �r sFnTSupiasi,dalsDs:-,er i�I;sc,.riy.....oe l,s aa.+,3�v akss 44515t was Blvd,.
:I nlnvis�Iw 3la unMigxdl >:ua1!,.1{,nx m,h>t:ile rn Pe,a hgaein Flrtd,d,Il,rOeiirnr i s,4nrs firiwed r!I]q,r..zniiptai e/.xx_n,Tsi,6 rmTL Fort Pier e ' 946'
.` ,FL 34 .
Cdpj,lght .7016k1 Aaaf Lsssz4;Asihndy I T sue ilf,P,E,RejtadsnisF ciltui dscumest:in uny fot,n is pgh3n;d xhhsurihe mmgn pemssma Gem A;I 4,s1 Usises Athont ITmSs.IG P.E:
e
Job Truss Truss Type Qry Ply
XCAS6519DS A28G Half Hip Girder 1 1 Job A0187956
Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:21 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-nb3wCWd_W7kw81 p2Hk8lengyLY9AE?v5mjbUSzhyoq
1 4 0 5-0-0 10-4-11 15-5-13 20-10-8 21 4
1 4-0 5-0-0 TO
5-4-11 5-1-3 5-4-11 -5
Dead Load Defl.=51.16 in
46=
4.00 12
48= 1.5z4 11 4 = x4= 5x14=
5 7 8 _
4x8
3
21V IV
0
1.5x4 II 2 0 ?F
1 I� N
�29 30 12 31 32 33 11 34 35 3610 37 38 39 40 9 1
5x8= 1.5x4 II 5x10 MT20HS= 3x8— 5x10 MT20HS11
-0 10-4-11 15-5-13 20-10-8 21-4
5-0N-0 5-4-11 5-1-3 54-11 5
Plate Offsets(X,Y)— [2:0-2-0,0-2-5),[4:0-6-0,0-1-121,[6:0-2-0,Edge),[8:0-5-8,0-3-0),[9:0-3-8,Edge),[10:0-34,0-1-81,[11:0-5-0,0-3-0),[12:0-24 0-0-12)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.43 11-12 >594 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.76 11-12 >334 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.89 Horz(TL) 0.07 21 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.29 11 >870 240 Weight:109 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30 10)Hanger(s)or other connection device(s)shall be
BOT CHORD 2x4 SP M 30 BOT CHORD
WEBS 2x4 SP No.3`Except* 2-29=-1533/3933,2-30=-1533/3933, provided sufficient to support concentrated load(s)0 lb
W2,W4:2x4 SP No.2 12-30=-1533/3933,12-31=-152813991, lb down and,85 lb up at and
1 85 lb down and 2,8 lb
OTHERS 2x4 SP No.3*Except* 31-32=-1528/3991,32-33=-1528/3991, up at n and,85 lb down and -12 lb up at down
an,85
150
BL1:2x6 SP No.2 11-33=-1528/3991,11-34=-1811/4597, lb down and -12 lb up at 1 n and,85 lb down and -12
SLIDER 34-35=-181114597,35-36=-1811/4597, lb up at 13-0-12, 5 lb down and 1-1 lb up at lb down
Left 2x6 SP No.2 3-0-0 10-36=-1811/4597,10-37=-271/690, ,85 lb down and 19- - 2, at 1 5 lb d,and 85 lb down
BRACING- 37-38=-271/690,38-39=-271/690, and 150 lb up at 19-0-12,and 85 lb down and 151 lb
TOP CHORD 39-40=-271/690,9-40=-271/690 up at 19-10-12 on top chord,and 464 lb down and 68
Structural wood sheathing directly applied or 2-8-10 cc WEBS lb up at 5-0-0,228 lb down at 7-0-12,228 lb down at
purlins, except end verticals. 4-12=0/822,4-11=-810/2012, 9-0-12,228 lb down at 11-0-12,228 lb down at
BOT CHORD 5-11=-630/545,7-11=-501/1384, 13-0-12,228 lb down at 15-0-12,228 lb down at
Rigid ceiling directly applied or 5-4-11 cc bracing. 7-10=-931/720,8-1 0=-1 653/4233 17-0-12,and 228 lb down at 19-0-12,and 230 lb
down at 19-10-12 on bottom chord. The
MiTek recommends that Stabilizers and required design/selection of such connection device(s)is the
cross bracing be installed during truss erection,in NOTES- responsibility of others.
accordance with Stabilizer Installation guide. 1)Wind:ASCE 7-10;Vult=170mph(3-second gust) 11)In the LOAD CASE(S)section,loads applied to the
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; face of the truss are noted as front(F)or back(B).
REACTIONS. (lb/size) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
2 = 1562/0-8-0 (min.0-2-5) (envelope);cantilever left and right exposed;Lumber
21 = 1524/0-3-8 (min.0-1-8) DOL=1.25 plate grip DOL=1.25 LOAD CASE(S)
Max Horz 2)Provide adequate drainage to prevent water Standard
2 = 145(LC 4) pondin g• 1)Dead+Roof Live(balanced):Lumber Increase=1.25
Max Uplift 3)All plates are MT20 plates unless otherwise
indicated. Plate Increase=1.25
2 = -896(LC 4) Uniform Loads(plf)
21 = -855(LC 4) 4)Plates checked for a plus or minus 0 degree Vert:1-4=-70,4-8=-70,9-15=-20
Max Grav rotation about its center. Concentrated Loads(lb)
2 = 1977 LC 15) 5)This truss has been designed for a 10.0 psf bottom
( chord live load nonconcurrent with an other live Vert: 2(F)2 =- 2(F)2 5 82(F) (F)22(F)2 7
21 = 2201(LC 27) y 23=-82(F)24=-82(F)25=-82(F)26=-82(F)27=-82(F)
loads. 28=-85(F)31=-28(F)33=-28(F)34=-28(F)35=-28(F)
FORCES. (lb) 6).This truss has been designed for a live load of 36=-28(F)37=-28(F)39=-28(F)40=-30(F)
Max.Comp./Max.Ten.-All forces 250(Ib)or less except 20.Opsf on the bottom chord in all areas where a
when shown. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
2-3=-965/352,3-4=-4258/1614, 7)Bearing at joint(s)21 considers parallel to grain
4-22=-5754/2276,22-23=-5754/2276, value using ANSI/TPI 1 angle to grain formula.
5-23=-575412276,5-24=-5754/2276, Building designer should verify capacity of bearing
6-24=-5754/2276,6-25=-5754/2276, surface.
7-25=-5754/2276,7-26=-4597/1811, 8)Provide mechanical connection(by others)of truss
26-27=-4597/1811,27-28=-4597/1811, to bearing plate capable of withstanding 896 lb uplift at
8-28=-4597/1811,9-14=01670,8-14=0/670 joint 2 and 855 lb uplift at joint 21.
BOT CHORD 9)This truss has been designed for a moving
2-29=-1533/3933,2-30=-1533/3933, concentrated load of 200.01b live located at all mid
12-30=-1533/3933,12-31=-1528/3991, panels and at all panel points along the Bottom Chord,
31-32=-1528/3991,32-33=-1528/3991, nonconcurrent with any other live loads.
11-33=-1528/3991,11-34=-1811/4597,
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Job Truss Truss Type Qty Ply
A0187957
orb
B01 ROOF SPECIAL GIRDER 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:22 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-Fnd I PseclgFbYHc?c_FNrrKvTkv�vjx2KQT80uzhyop
1-4-0 4-10-4 8-9-0 12-6-0 17-0-0 22-0-0 23-4-0
1 4-0 4-10-4 3-10-12 3-9-0 4-6-0 5-0-0 1 4-0
4x4— Dead Load Defl.=1/4 in
4.00 12 5
3x4-75� 4x8= 4x4=
4 6
3x6IVI
0
1.5x4 If 2 3 1.5x4 11 1-i
1 8 9
Z�7 m
td26 14 27 13 28 12 11 29 10 30 31 32 33
46 11 1.5x4 11 3x8= 5x6 WB= 5x6= 4x6=
1.5x4 11
4-10 4 8-9-0 12-6-0 17-M 22-0-0
4-10 4 3-10-12 3-9-0 4-6-0 5-0-0
Plate Offsets(X Y)— 12:0-4-5 Edge),[6:0-5-0,0-1-121,[B:Edge,0=1-111,[10:0-3-0,0-3-81
LOADING(psf) SPACING- 2-M CS1. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.15 12 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.42 12 >624 240
BCLL 0.0 Rep Stress Incr NO WB 0.72 Horz(TL) 0.07 8 n/a n/a
BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Wind(LL) 0.20 12 >999 240 Weight:116 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2*Except*
T1:2x4 SP M 30 BOT CHORD
BOT CHORD 2x4 SP M 30`Except' 2-26=-685/2056,14-26=-685/2056, LOAD CASE(S)
B2:2x6 SP 2400F 2.0E 14-27=-68512056,13-27=-685/2056, Standard
WEBS 2x4 SP No.3 13-28=-1362/3734,12-28=-1362/3734, 1)Dead+Roof Live(balanced):Lumber Increase=1.25
OTHERS 2x4 SP No.3 11-12=-1357/3733,11-29=-1357/3733, Plate Increase=1.25
WEDGE 10-29=-1356/3734,10-30=-1362/3525, Uniform Loads(plf)
Right:2x4 SP No.3 30-31=-1362/3525,31-32=-1362/3525, Vert:1-5=-70,5-6=-70,6-7=-70,7-9=-70,17-23=-20
SLIDER 32-33=-1362/3525,8-33=-1362/3525 Concentrated Loads(lb)
Left 2x4 SP No.3 1-6-0 WEBS Vert:30=-1007(F)
BRACING- 5-13=-373/1058,6-13=-1 884/824,
TOP CHORD 6-10=-498/499,7-10=-303/900
Structural wood sheathing directly applied or 2-5-10 oc
purlins. NOTES-
BOT CHORD 1)Unbalanced roof live loads have been considered
Rigid ceiling directly applied or 6-3-7 oc bracing. for this design.
MiTek recommends that Stabilizers and required 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
cross bracing be installed during truss erection,in Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
accordance with Stabilizer Installation guide. h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope);Lumber DOL=1.25 plate grip DOL=1.25
REACTIONS. (lb/size) 3)Provide adequate drainage to prevent water
2 = 1306/0-8-0 (min.0-1-9) ponding.
8 = 1867/0-8-0 (min.0-1-9) 4)Plates checked for a plus or minus 0 degree
Max Horz rotation about its center.
2 = 69(LC 12) 5)This truss has been designed for a 10.0 psf bottom
Max Uplift chord live load nonconcurrent with any other live
2 = -524(LC 4) loads.
8 = -829(LC 5) 6)'This truss has been designed for a live load of
Max Grav 20.Opsf on the bottom chord in all areas where a
2 = 1306(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8 = 1867(LC 1) bottom chord and any other members.
7)Provide mechanical connection(by others)of truss
FORCES. (lb) to bearing plate capable of withstanding 524 lb uplift at
Max.Comp./Max.Ten.-All forces 250(lb)or less except joint 2 and 829 lb uplift at joint 8.
when shown. 8)This truss has been designed for a moving
TOP CHORD concentrated load of 200.01b live located at all mid
2-3=-499/122,3-4=-2252/789, panels and at all panel points along the Bottom Chord,
4-5=-2211/855,5-6=-2228/851, nonconcurrent with any other live loads.
6-7=-3591/1509,7-8=-3781/1536 9)Hanger(s)or other connection device(s)shall be
BOT CHORD provided sufficient to support concentrated load(s)
2-26=-685/2056,14-26=-685/2056, 1007 lb down and 477 lb up at 17-6-12 on bottom
14-27=-685/2056,13-27=-685/2056, chord. The design/selection of such connection
13-28=-1362/3734,12-28=-1362/3734, device(s)is the responsibility of others.
11-12=-1357/3733,11-29=-1357/3733, 10)In the LOAD CASE(S)section,loads applied to the
10-29=-1356/3734,10-30=-1362/3525, face of the truss are noted as front(F)or back(B).
30-31=-1362/3525,31-32=-1362/3525,
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Job Truss Truss Type Qty Ply
XCAS6519DS B02 ROOF SPECIAL 1 1 A0187958 '
Joh Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:22 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-Fnd IPseclgFbYHc?c_FNrrKwBkvLvgi2KQT80uzhyop
1 4-0 5-2-4 8-9-0 10-6-0 15-0-0 21-4-0
14-0 5-2-4 3 6-12 1-9-0 4-6-0 6-4-0
4x4— Dead Load Detl.=3(16 in
4.00 12 5 64x6= 4x4=
1.5x4
25
4
24
4x6 V2 4x6
3 8 Q
9 es
1.5x4 II 2
11311
2 of
to s
26
27 12 11 10 28
i =
5x6 11 3x8= 4x4 3x4= 3x10 11
8-9-0 15-0-0 21-4-0
8-9-0 6-3-0 6A-0
Plate Offsets(X,Y)— [2:0-4-5,Edge1,[5:0-2-0,0-2-41,[7:0-2-4,0-2-81,[9:0-7-0,Edge)
LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.18 12-22 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.39 10-12 >663 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.09 9 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.16 10-12 >999 240 Weight:103 lb FT=0
LUMBER-
TOP CHORD 2x4 SP M 30'Except'
T2,T3:2x4 SP No.2 WEBS
BOT CHORD 2x4 SP No.2 4-12=-217/409,5-12=-646/745,
WEBS 2x4 SP No.3 6-12=-638/648,6-10=-324/335,
OTHERS 2x4 SP No.3 7-10=-100/308
SLIDER
Left 2x6 SP No.2 2-2-0, NOTES-
Right 2x6 SP No.2 1-6-0 1)Unbalanced roof live loads have been considered
BRACING- for this design.
TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Structural wood sheathing directly applied or 4-1-15 oc Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
purlins. h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
BOT CHORD (envelope)and C-C Comer(3)-14-0 to 3-9-12,
Rigid ceiling directly applied or 4-5-4 oc bracing. Extedor(2)3-9-12 to 8-9-0,Comer(3)8-9-0 to 10-6-0,
MiTek recommends that Stabilizers and required Exterior(2)15-0-0 to 21-4-0 zone;C-C for members
cross bracing be installed during truss erection,in and forces 81 MWFRS for reactions shown;Lumber
accordance with Stabilizer Installation guide. DOL=1.25 plate grip DOL=1.25
3)Provide adequate drainage to prevent water
REACTIONS. (lb/size) ponding.
9 = 940/Mechanical 4)Plates checked for a plus or minus 0 degree
2 = 1073/0-8-0 (min.0-1-8) rotation about its center.
Max Horz 5)This truss has been designed for a 10.0 psf bottom
2 = 87(LC 12) chord live load nonconcurrent with any other live
Max Uplift loads.
9 = -347(LC 9) 6)`This truss has been designed for a live load of
2 = -419(LC 8) 20.Opsf on the bottom chord in all areas where a
Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the
9 = 940(LC 1) bottom chord and any other members.
2 = 1073(LC 1) 7)Refer to girder(s)for truss to truss connections.
8)Provide mechanical connection(by others)of truss
FORCES. (lb) to bearing plate capable of withstanding 347 lb uplift at
Max.Comp./Max.Ten.-All forces 250(lb)or less except joint 9 and 419 lb uplift at joint 2.
when shown. 9)This truss has been designed for a moving
TOP CHORD concentrated load of 200.0Ib live located at all mid
2-3=-588/137,3-24=-1753/1863, panels and at all panel points along the Bottom Chord,
4-24=-1691/1872,4-5=-1573/1606, nonconcurrent with any other live loads.
5-6=-1565/1663,6-7=-1554/1679,
7-25=-1 612/1676,8-25=-1 701/1659,
B-9=-475/0 LOAD CASE(S)
BOT CHORD Standard
2-26=-1648/1601,2-27=-1648/1601,
12-27=-1648/1601,11-12=-1640/1816,
10-11=-1640/1816,10-28=-1398/1541,
9-28=-1398/1541
WEBS
4-12=-217/409,5-12=-6461745,
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6
� Job Truss Truss Type Qty Ply
XCAS6519DS rus HIP 1 1 A0187959
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:23 2017 Page 1
I D:91ftGOBvLYIHkW NQ51 ANUyEl5q-jzBhdCeEW7NS9RBBAimcO3s2g8EdeKoCY4CiYLzhyoo
-1-4-0 9-0-0 1370-0 21-4-0
1 4-0 9-0-0 4-0-0 8-4-0
4x8= 4x6= Dead Load Defl.=3/16 in
4 5
4.00 ,2
23
4x4 22V 4x6
3 6
7
1.5x4II 2
c! 1 � d I
of
25 10 26 9 8 27
e
5x6 11
I 1.5x4 11 3x4= 3x10 11
3x4=
9-M 13-0-0 21-4-0
9-0-0 4-M 8-4-0
Plate Offsets(X,Y)- [2:0-4-5,Edgel,(4:0-5-0,0-2-0],[5:0-3-0,0-2-8),[7:0-7-0,Edge)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.89 Vert(LL) -0.22 10-20 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.43 10-20 >590 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.07 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.16 10-20 >999 240 Weight:94 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except' NOTES-
T2:2x4 SP No.2 BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered WEBS 2x4 SP No.3 for this design.
2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
SLIDER h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
Left 2x6 SP N0.2 2-6-0, (envelope)and C-C Comer(3)-1-4-0 to 3-10-3,
Right 2x6 No.2 1-6-0 Exterior(2)3-10-3 to 21-4-0 zone;C-C for members
BRACING--
TOP CHORD and forces 8!MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
Structural wood sheathing directly applied or 2-2-0 oc 3)Provide adequate drainage to prevent water
purlins. ponding.
ROT CHORD Rigid ceiling directly applied or 4 4-15 oc bracing. 4)Plates checked for a plus or minus 0 degree
rotation about its center.
MiTek recommends that Stabilizers and required 5)This truss has been designed for a 10.0 psf bottom
cross bracing be installed during truss erection,in chord live load nonroncurrent with any other live
accordance with Stabilizer Installation guide. loads.
6)'This truss has been designed for a live load of
REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a
7 = 940/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 1073/0-8-0 (min.0-1-8) bottom chord and any other members.
Max Horz 7)Refer to girder(s)for truss to truss connections.
2 = 89(LC 12) 8)Provide mechanical connection(by others)of truss
Max Uplift to bearing plate capable of withstanding 345 lb uplift at
7 = 345(LC 9) joint 7 and 460 lb uplift at joint 2.
2 = -460(LC 8) 9)This truss has been designed for a moving
Max Grav concentrated load of 200.01b live]crated at all mid
7 = 940(LC 1) panels and at all panel points along the Bottom Chord,
2 = 1073(LC 1) nonconcurrent with any other live loads.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown. Standard
TOP CHORD
2-3=-578/20,3-22=-1633/1296,
4-22=-1555/1313,4-5=-1447/1407,
5-23=-1519/1369,6-23=-1609/1357,
6-7=-541/0
BOT CHORD
2-24=-1064/1475,2-25=-1064/1475,
10-25=-1064/1475,10-26=-1064/1481,
9-26=-1064/1481,8-9=-1064/1481,
8-27=-1075/1441,7-27=-107511441
WEBS
4-10=-10/319
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Job Truss Truss Type Qty ply
XCAS6519DS B04 COMMON 4 1 A0187960
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:23 2017 Page 1
ID:91 ftG_OBvLYIH kW NQ51 ANUyE]5q-jzBhdCeEW7NS9RB BAimcO3s2c8Asel1 CY4CiYLzhyoo
-1-4-0 6-6-8 11-0-0 15-5 6 21-4-0
1 4-0 6-6-8 4-5-7 4-5 6 5-10-10
4x4=
Dead Load Defl.=114 in
5
4.00 12
1.5x4 1.5x4
224 6 23
21
3x4:::� VZ 44
3 7
8
�{ 1.5x4 11 2 - 1 �1�-�yyy' '-
ml 2 o
a 9 =o
24 9 25
4x6 11 5x8= 4x10 II
11-0-0 214-0
11-0-0 104-0
Plate Offsets(X,Y)— [2:0-4-5,Edge],18:0-7-0 Edge) (9:04-0 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.47 9-19 >547 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.79 9-19 >326 240
BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) 0.08 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.12 9-19 >999 240 Weight:96 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered
WEBS 2x4 SP No.3 for this design.
OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
)
Left 2x4 SP No.3 2-0-0, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,-
Right 2x6 SP No.2 1-6-0 h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
BRACING- (envelope)and C-C Exterior(2)-1-4-0 to 3-9-5,
TOP CHORD Interior(1)3-9-5 to 11-0-0,Exterior(2)11-0-0 to 16-1-5
Structural wood sheathing directly applied or 2-2-0 oc zone;C-C for members and forces&MWFRS for
purlins. reactions shown;Lumber DOL=1.25 plate grip
BOT CHORD DOL=1.25
Rigid ceiling directly applied or 2-2-0 oc bracing. 3)Plates checked for a plus or minus 0 degree
rotation about its center.
MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom
cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live
accordance with Stabilizer Installation guide. loads.
5)'This truss has been designed for a live load of
REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a
8 = 940/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 1073/0-8-0 (min.0-1-8) bottom chord and any other members.
Max Horz 6)Refer to girder(s)for truss to truss connections.
2 = 103(LC 12) 7)Provide mechanical connection(by others)of truss
Max Uplift to bearing plate capable of withstanding 330 lb uplift at
8 = -330(LC 9) joint 8 and 446 lb uplift at joint 2.
2 = -446(LC 8) 8)This truss has been designed for a moving
Max Grav concentrated load of 200.OIb live located at all mid
8 = 940(LC 1) panels and at all panel points along the Bottom Chord,
2 = 1073(LC 1) nonconcurrent with any other live loads.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown. Standard
TOP CHORD
2-3=-804/0,3-21=-1737/1122, _
21-22=-1674/1136,4-22=-1634/1137,
4-5=-1384/871,5-6=-1372/892,
6-23=-1600/1127,7-2 3=-1 70111125,
7-8=-851/0
BOT CHORD -
2-24=-989/.1588,9-24=-989/1588,
9-25=-949/1547,8-25=-949/1547
WEBS
5-9=-238/548,6-9=-369/380,
4-9=-407/410
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Job Truss Truss Type Oty ��Job
A0187961
XCAS6519DS B05 HALF HIP 1
ference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:muzu s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:24 2017 Page 1
I D:91 ftG_OBvLYIHkW N051 ANUyEl5q-CAk3gYfsHRVJnblOjPIrwGPFXYYSNb2LnkyF5nzhyon
1 4-0 6-7-10 11-2-8 16-3-4 21-4-0
1-4-0 6-7-10 4 6-14 5-0-12 5-0-12
4x4=
• 3x4-_ 1��a(i Load Defl.=3/8 in
5 7
4.00 12
3x4
4 �\
19 �\� 1N3
3x4, 4 W4\�\
3 \
1.5x4 11 2 \\\
1
20 11 21 10 9 22
8.
3x8 I[ 1.5x4 11 4x4= 5x6
3x8=
6-7-10 11-2-8 , 21-4-0
6-7-10 4�-14 10-1-8
Plate Offsets(X Y)- (2.04-5 Edge] l8.0-3-0 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.47 8-10 >546 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(TL) -0.89 8-10 >285 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.10 10-11 >999 240 Weight:112 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered
WEBS 2x4 SP No.3 for this design.
OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
SLIDER Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Left 2x4 SP No.3 2-0-0 h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
BRACING- (envelope)and C-C Comer(3)-14-0 to 4-1-11,
TOP CHORD Exterior(2)4-1-11 to 21-24 zone;C-C for members
Structural wood sheathing directly applied or 2-8-8 oc and forces St MWFRS for reactions shown;Lumber
purlins, except end verticals. DOL=1.25 plate grip DOL=1.25
BOT CHORD 3)Provide adequate drainage to prevent water
Rigid ceiling directly applied or 4-84 oc bracing. ponding.
MiTek recommends that Stabilizers and required 4)Plates checked for a plus or minus 0 degree
cross bracing be installed during truss erection,in rotation about its center.
accordance with Stabilizer Installation guide. 5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
REACTIONS. (lb/size) loads.
8 = 934/Mechanical 6)'This truss has been designed for a live load of
2 = 1066/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a
Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 245(LC 8) bottom chord and any other members.
Max Uplift 7)Refer to girder(s)for truss to truss connections.
8 = -391(LC 8) 8)Provide mechanical connection(by others)of truss
2 = -463(LC 8) to bearing plate capable of withstanding 391 lb uplift at
Max Grav joint 8 and 463 lb uplift at joint 2.
8 = 934(LC 1) 9)This truss has been designed for a moving
2 = 1066(LC 1) concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
FORCES. (lb) nonconcurrent with any other live loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD LOAD CASE(S)
2-3=-460/0,3-19=-1728/1314, Standard
4-19=1661/1329,4-5=-1341/965,
5-6=-1228/967
BOT CHORD
2-20=-1474/1576,11-20=-1474/1576,
11-21=-1 474/1576,10-21=-1 474/1576,
9-10=-732/865,9-22=-732/865,
8-22=-732/865
WEBS
4-10=-423/577,6-10=-306/498,
6-8=-1090/952
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Job Truss Truss Type Qly Ply
XCAS6519DS B06 HALF HIP 1 1 Job Reference o A0187962
tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:24 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-CAk3gYfsHRVJnblOj PlrwGPDJYbO NhmLnkyF5nzhyon
1 4-0 7-8-5 13-2-8 21-4-0
1-4-0 7-8-5 5-6-3 8-1-8
4x8= 3x4=
Dead Load Defl.=34J6 in
5 6
4.00 12
3x4
4
4 I '
18 W$
4x4
3
1.5x4 11 2
1
---
19 20 10 21 9 8 22
Sx6 11
1.5x4 11 3x4= 3x4= 5x6=
7-8-5 13-2-8 21-4-0
7-8-5 5-6-3 8-1-8
Plate Offsets(X,Y)— [2:0-4-5,Edge],[5:0-5-0,0-2-0] [6:Edge,0-1-8] [7:0-3-0 0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.26 7-8 >972 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.46 7-8 >558 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.06 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.09 8-10 >999 240 Weight:112 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2*Except`
T2:2x4 SP M 30 WEBS
BOT CHORD 2x4 SP No.2 4-10=0/280,4-8=-625/723,5-8=-244/525,
WEBS 2x4 SP No.3 5-7=-1140/938
OTHERS 2x4 SP No.3
SLIDER NOTES-
Left 2x6 SP No.2 2-0-0 1)Unbalanced roof live loads have been considered
BRACING- for this design.
TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Structural wood sheathing directly applied or 2-2-0 oc Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
purlins, except end verticals. h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
BOT CHORD (envelope)and C-C Corner(3)-1-4-0 to 4-4-1,
Rigid ceiling directly applied or 4-6-9 oc bracing. Exterior(2)4-4-1 to 21-2-4 zone;C-C for members and
WEBS forces&MWFRS for reactions shown;Lumber
1 Row at midpt 5-7 DOL=1.25 plate grip DOL=1.25
MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water
cross bracing be installed during truss erection,in ponding.
accordance with Stabilizer Installation guide. 4)Plates checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom
7 = 934/Mechanical chord live load nonconcurrent with any other live
2 = 1066/0-8-0 (min.0-1-8) loads.
Max Horz 6)'This truss has been designed for a live load of
2 = 282(LC 8) 20.Opsf on the bottom chord in all areas where a
Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the
7 = -398(LC 8) bottom chord and any other members.
2 = -455(LC 8) 7)Refer to girder(s)for truss to truss connections.
Max Grav 8)Provide mechanical connection(by others)of truss
7 = 934(LC 1) to bearing plate capable of withstanding 398 lb uplift at
2 = 1066(LC 1) joint 7 and 455 lb uplift at joint 2.
9)This truss has been designed for a moving
FORCES. (lb) concentrated load of 200.01b live located at all mid
Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord,
when shown. nonconcurrent with any other live loads.
TOP CHORD -
2-3=-474/31,3-18=-1713/1272,
4-1 8=-1 640/1283,4-5=-1123/805, LOAD CASE(S)
6-7=-278/282 Standard
BOT CHORD
2-19=-1473/1556,2-20=-1473/1556,
10-20=-1473/1556,10-21=-1473/1556,
9-21=-1473/1556,8-9=-1473/1556,
8-22=-839/1023,7-22=-839/1023
WEBS
4-10=0/280,4-8=-625/723,5-8=-244/525,
5-7=-1140/938
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Job Truss Truss Type Qty Ply
XCAS6519DS B07 HALF HIP 1 1 A0187963
Job]Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:B.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:25 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-gMI R2ugV l ldAPIKaH6p4TUyRLyxM623VOOhod Dzhyom
1 4-0 8-9-1 15-2-8 21-4-0
1 4-0 8-9-1 6-5-7 6-1-8
4.00 12
48= 2x4 I I Dead Load Defl.=1/8 in
6 7
3x4
3x4 i::- 5
4
W4
- W3
19
. 4x4 7::� \
3
1.5x4 II 2
20 21 11 10 9 22
8
46 11 1.5x4 11 4x4= 3x4= 5x6=
8-9-1 15-2-8 21 4-0
8-9-1 6-5-7 6-1-8
Plate Offsets(X Y)- [2:0-3-9 0-1-8] [6:0-5-0 0-2-0] [8:0-3-0 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.21 11-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.35 11-17 >721 240
BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.06 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.13 11-17 >999 240 Weight:115 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2*Except*
T1:2x4 SP M 30 WEBS
BOT CHORD 2x4 SP No.2 4-11=0/326,4-9=-858/921,6-9=-328/560,
WEBS 2x4 SP No.3 6-8=-1015/852
OTHERS 2x4 SP No.3
SLIDER NOTES-
Left 2x6 SP No.2 2-0-0 1)Unbalanced roof live loads have been considered
BRACING- for this design.
TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Structural wood sheathing directly applied or 5-3-1 oc Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
purlins, except end verticals. h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
BOT CHORD (envelope)and C-C Comer(3)-14-0 to 4-6-8,
Rigid ceiling directly applied or 4-3-3 oc bracing. Exterior(2)4-6-8 to 21-2-4 zone;C-C for members and
WEBS forces&MWFRS for reactions shown;Lumber
1 Row at midpt 6-8 DOL=1.25 plate grip DOL=1.25
MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water
cross bracing be installed during truss erection,in ponding.
accordance with Stabilizer Installation guide. 4)Plates checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom
8 = 934/Mechanical chord live load nonconcurrent with any other live
2 = 106610-8-0 (min.0-1-8) loads.
Max Horz 6)*This truss has been designed for a live load of
2 = 319(LC 8) 20.Opsf on the bottom chord in all areas where a
Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8 = -408(LC 8) bottom chord and any other members.
2 = -446(LC 8) 7)Refer to girder(s)for truss to truss connections.
Max Grav 8)Provide mechanical connection(by others)of truss
8 = 934(LC 1) to bearing plate capable of withstanding 408 lb uplift at
2 = 1066(LC 1) joint 8 and 446 lb uplift at joint 2.
9)This truss has been designed for a moving
FORCES. (lb) concentrated load of 200.01b live located at all mid
Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord,
when Shown. nonconcurrent with any other live loads.
TOP CHORD
2-3=-541/0,3-19=-1684/1206,
4-19=-1607/1219,4-5=-876/579, LOAD CASE(S)
5-6=-797/597 Standard
BOTCHORD
2-20=-1461/1524,2-21=-1461/1524,
11-21=-1461/1524,10-11=-1461/1524,
9-1 0=-1 46111524,9-22=-645/770,
8-22=-645/770
WEBS
4-11=0/326,4-9=-858/921,6-9=-328/560,
6-8=-1015/852
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Job Truss Truss Type Qty Ply
XCAS6519DS B08 HALF HIP 1 1 LbA0187964
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:26 2017 Page 1
ID:91ftG OBvLYIHkWNQ51ANUyElSq-8YspFEh7o2111vvmrgKJ?hUYIMGnrU]eE2RM9gzhyol
-1-4-0 9-9-13 17-2-8 21 4-0
1-4-0 9-9-13 7-4-11 4-1-8
4.00 12 5x6= 1.5x4 11
5 6 Dead Load Deft.=1/4 in
5x10 MTWHS�
4
�, W3
18 \b4
w
44
3
1.Sx4 II 2
—
19 20 24 21 10 9 22 25 8 23
=
Sxfi 11 1.5x4 11 3x4 3x4= 5x6=
9-9-13 17-2-8 214-0
9-9-13 7-4-11 4-1-8----
Plate Offsets(X,Y)— [2:04-5,Edge],[4:0-5-0,0-3-4],f5:0-4-12,Edge],[7:0-3-0 0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.30 10-16 >834 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.54 10-16 >468 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.06 7 n1a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.24 10-16 >999 240 Weight:118 lb FT=0
LUMBER-
TOP CHORD 2x4 SP M 30*Except*
T3:2x4 SP No.2 WEBS
BOT CHORD 2x4 SP No.2 4-10=0/366,4-8=-1057/1104,
WEBS 2x4 SP No.3 5-8=404/608,5-7=-943/796
OTHERS 2x4 SP No.3
SLIDER NOTES-
Left 2x6 SP No.2 2-0-0 1)Unbalanced roof live loads have been considered
BRACING- for this design.
TOP CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Structural wood sheathing directly applied or 2-2-0 oc Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf;
purlins, except end verticals. h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
BOT CHORD (envelope)and C-C Comer(3)-1-4-0 to 4-8-14,
Rigid ceiling directly applied or 3-44 oc bracing. Exterior(2)4-8-14 to 21-2-4 zone;C-C for members
WEBS and forces&MWFRS for reactions shown;Lumber
1 Row at midpt 4-8 DOL=1.25 plate grip DOL=1.25
MiTek recommends that Stabilizers and required 3)Provide adequate drainage to prevent water
cross bracing be installed during truss erection,in ponding.
accordance with Stabilizer Installation guide. 4)All plates are MT20 plates unless otherwise
indicated.
REACTIONS. (lb/size) 5)Plates checked for a plus or minus 0 degree
7 = 934/Mechanical rotation about its center.
2 = 1066/0-8-0 (min.0-1-8) 6)This truss has been designed for a 10.0 psf bottom
Max Horz chord live load nonconcurrent with any other live
2 = 358(LC 8) loads.
Max Uplift 7)*This truss has been designed for a live load of
= 20.0 sf on the bottom chord in all areas where a
7 -419(LC 8) P
rectangle 3-6-0 tall b 2-0-0 wide will fit between the
2 — -437(LC 8) g Y
Max Grav bottom chord and any other members.
7 = 934(LC 1) 8)Refer to girder(s)for truss to truss connections.
2 = 1066(LC 1) 9)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 419 lb uplift at
FORCES. (lb) joint 7 and 437 lb uplift at joint 2.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)This truss has been designed for a moving
when shown. concentrated load of 200.OIb live located at all mid _
TOP CHORD panels and at all panel points along the Bottom Chord,
2-3=-562/0,3-1 8=-1 62311108, nonconcurrent with any other live loads.
4-1 8=-1 538/1124,4-5=-627/377
BOT CHORD
2-19=-1415/1459,2-20=-1415/1459, LOAD CASE(S) _
20-24=-1415/1459,21-24=-1415/1459, Standard
10-21=-1415/1459,9-10=-141611450,
9-22=-1416/1450,22-25=-1416/1450,
8-25=-1416/1450 8-23=-440l 52 0,
7-23=-440/520
WEBS
4-10=0/366,4-8=-1057/1104,
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�Job
A0187965
XCAS6519DS B09 HALF HIP
Job Truss Truss Type Qty 1 Reference(optional)
At Roof Trusses,Fart Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:26 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-8YspFEh7o2111 vvmrgKJ?hUY4MEVrUleE2RM9gzhyol
1-4-0 7-5-9 14-0-15 19-2 8 21 4-0
1 4-0 7-5-9 6-7-6 5-1-9 2-11
4.00 12 4x4= 3x4=
Dead Load Defl.=1/4 in
7 8
3x4
• 6
4x4
7
I
1.5x4 0 5 W4
• 4
q WS
4x4 20 j •.
3 2 1:
1.5x4 II 2
1LLI
f
21 2226 23 12 11 2427 10 25 9
5x6 11 3x4= 3x4= 3x8 3x6 i i
10-5-2 19-2-8 2111_0
10-5-2 8-9-6 2-1-8—'
Plate Offsets(X Y)— [2.0-4-5 Edge] [5.0-2-0 Edgel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.36 12-18 >715 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.56 12-18 >454 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.09 12-18 >999 240 Weight:128 Ib FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered
WEBS 2x4 SP No.3 for this design.
OTHERS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
SLIDER Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Left 2x6 SP No.2 2-0-0 h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
BRACING- (envelope)and C-C Comer(3)-1-4-0 to 4-11-5,
TOP CHORD Exterior(2)4-11-5 to 21-2-4 zone;C-C for members
Structural wood sheathing directly applied or 2-2-0 oc and forces 8L MWFRS for reactions shown;Lumber
purlins, except end verticals. DOL=1.25 plate grip DOL=1.25
BOT CHORD 3)Provide adequate drainage to prevent water
Rigid ceiling directly applied or 4-3-11 oc bracing. ponding.
MiTek recommends that Stabilizers and required 4)Plates checked for a plus or minus 0 degree
cross bracing be installed during truss erection,in rotation about its center.
accordance with Stabilizer Installation guide. 5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
REACTIONS. (lb/size) loads.
9 = 934/Mechanical 6)'This truss has been designed for a live load of
2 = 1066/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a
Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 397(LC 8) bottom chord and any other members.
Max Uplift 7)Refer to girder(s)for truss to truss connections.
9 = -435(LC 8) 8)Provide mechanical connection(by others)of truss
2 = -430(LC 8) to bearing plate capable of withstanding 435 lb uplift at
Max Grav joint 9 and 430 lb uplift at joint 2.
9 = 934(LC 1) 9)This truss has been designed for a moving
2 = 1066(LC 1) concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
FORCES. (lb) nonconcurrent with any other live loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD LOAD CASE(S)
2-3=-649/13,3-20=-1726/1267, Standard
4-20='l615/1277,4-5=-1382/939,
5-6=-1311/959,6-7=-337/163,
8-9=-967/793
BOT CHORD
2-21=1664/1576,2-22=-1664/1576,
22-26=-1 664/1576,23-26=-1 664/1576,
12-23=-1664/1576,11-12=-873/897,
11-24=-873/897,24-27=-873/897,
10-27=-873/897
WEBS
4-12=-449/695,6-12=-473/636,
6-10=-893/919,8-10=-774/947
1SiA3j fl11,•w`F'r>)�2((?ftT�t lrr Ygrpsj fg[i1Tpk,Y:172 t}bU$rgcprwssrul>i�lrr�l rFpti rsg�.Mn Sflfr/>ti jrsS:NStsrEtt�,il rs 114r jR.i^ j�r{;iRj�jSl}ijt_n#�I.r rf•i(fllWr!141t 51G C'ESdY 'tC jtl�:C�:4flj
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= :Fort P erce;FL 34946
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Job Truss Truss Type Qty Ply
XCAS6519DS B10 JACK—CLOSED 2 1 A0187966 `
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:27 2017 Page 1
ID:91ftG OBvLYIHkWNQ51ANUyEl5q-cIQBTahlZMtue3UyPXrYyvlkYlaRa3EoT?Avi6zhyok
r1-4-0 9-0-3 14-9-10 21-4-0
14-0 9-0-3 5-9-7 6-0-6
4.00 12
7 Dead Load Defl.=5416 in
3x4 I
3x4
6
19 5
1.5x4\\
4 wa
3x4::-� W3
3 18 2
1.5x4 II
1 2Ri
\
20 24 21 109 22 25 23 26 8
4x6= 5x6=
3x8 11
3x4=
11-5-14 21-4-0
11-5-14 9-10-2
Plate Offsets(X,Y)— [2:0-4-5,Edge),[8:0-3-0,0-3-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.54 8-10 >469 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.86 8-10 >297 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.04 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.11 10-16 >999 240 Weight:109 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2`Except` WEBS
B1:2x4 SP M 30 4-10=-473/443,6-10=-292/739,
WEBS 2x4 SP No.3 6-8=-1035/795
OTHERS 2x4 SP No.3
SLIDER NOTES-
Left 2x4 SP No.3 1-6-0 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BRACING- Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf;
TOP CHORD h=14ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
Structural wood sheathing directly applied or 3-0-7 oc (envelope)and C-C Exterior(2)-1-4-0 to 4-4-12,
purlins, except end verticals. Interior(1)4-4-12 to 21-24 zone;C-C for members and
BOT CHORD forces&MWFRS for reactions shown;Lumber
Rigid ceiling directly applied or 7-1-7 oc bracing. DOL=1.25 plate grip DOL=1.25
WEBS 2)Plates checked for a plus or minus 0 degree
1 Row at midpt 6-8 rotation about its center.
MiTek recommends that Stabilizers and required 3)This truss has been designed for a 10.0 psf bottom
cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live
accordance with Stabilizer Installation guide. loads.
4)'This truss has been designed for a live load of
REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a
2 = 1066/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8 = 934/Mechanical bottom chord and any other members,with BCDL=
Max Hom 10.Opsf.
2 = 430(LC 8) 5)Refer to girder(s)for truss to truss connections.
Max Uplift 6)Provide mechanical connection(by others)of truss
2 = -412(LC 8) to bearing plate capable of withstanding 412 lb uplift at
8 = -444(LC 12) joint 2 and 444 lb uplift at joint 8.
Max Grav 7)This truss has been designed for a moving
2 = 1066(LC 1) concentrated load of 200.OIb live located at all mid
8 = 934(LC 1) panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown. LOAD CASE(S)
TOP CHORD Standard
2-3=-664/0,3-18=-1643/629,
4-1 8=-1 555/643,4-1 9=-1 317/511,
5-19=-1209/524,5-6=-1200/527
BOT CHORD
2-20=-1005/1475,20-24=-1005/1475,
21-24=-1005/1475,10-21=-1005/1475,
9-10=-621/813,9-22=-621/813,
22-25=-621/813,23-25=-621/813,
23-26=-621/813,8-26=-621/813
WEBS
4-10=-473/443,6-10=-292/739,
aaaq fle n.mfz.lF,s�im@c l--;j.Iims i}ll'C}f.%Q11-: itbY7.'nitiHdrnli:[11A:L.wil,lia'inlr("a1—i"'st<!idomar:,,¢ss C;, rnerltrr;W'400 ?I:ti:L;r,.h'rsa:iiarC,Edue ne.P'rttE.sato s'•.1.is TZ"d
U rl:rme.k'rlYs,s,Ft >&t tu7V ats nr+it ar s r it,:ei¢t¢e,N•?7rR� strdnsaplG3nprs rt a.<pr:f t rJ sssisl?fi ny spaaiN`:}li+Ar s ro!txssgAl ns it;i'ulafie F30 I rota lf7l.;Eeq�.as ;rar la?es =-.+ss,s=;Iaji t! o r)
zee rtir hre Sail s r i ogee etrt Gatelsv�usto p ur ae �a a.x rr ie l:d ; nl r n,irUri ew to ,d to.a,t: n s\ulu eak ea&wh a,d Anthen y T.T P E:
8 00 03"
: ', aar».i >{° 7(te>it£t i5Y!SE1e•204fa1^g Qi M/n3.3iwridiElt i<C[n2GrlaH S C5 N^a`roN tsSl`�kLsk!{ li.0 Et lds!h� l,.�y.'1LdCf rl af3S.51S IY.tiE '-.4t66Sf1!S tifRl f5 S 2_IMPS rY RrCy3 �-�,sk fiK;+mlrss - 451:S:Lucie Blvd.
;kts.siukudm uratFtl tpul qa t'nr!}sGra�s LeL2et es stysEy�arx 31J 4e t>•x p�srasxar ss svt arfie dmt be}l,:reida ul rc mii t±°eJn UFi..
Foit Plesc,FL,;34446.:
Copyrigl.i 0 20I8Al Foa?Leises Aaldty i.lnmta III;P.F.x predua en of fdis dvaamt,in anp{i.,is ptuA.6ned:a6eel tfe ntil!en petmnsaa?iom d=1 tool Isassar-Aol6c..y 1.1eM5a III;P.E
Job Truss Truss Type Qty Ply
XCAS6519DS B10A JACK-CLOSED 1 1 A0187967
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:27 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 ANUyE15q-cIQBTahIZMtue3UyPXrYYvl ijIZ8a4poTiiAvi6zhyok
r1-4-q 8-2-4 15-6-13 20-2-4 21-4 p
r-4-0 8-2-4 7-4-9 4-7-7 1-1-1
. 4.00 F12 4x6= I Dead Load Defl.=9116 in
7 8
3x4 7:-� 3x4 6=
6
5 ;I
1.5x4\\ \ ! l
4 \W3 ( W5
3x4� `\ W4 t
3 20 2
1.5x4 II
2
\(
1
_—......_......
21 12 12P 2327 24 25 28 .10 926
3x4= 5x10 MT20HSI1
4x6 I I 3x4=
3x4=
10-11-6 20-2-4 �1 4 Q
10-11-6 9-2-141 1-12
Plate Offsets(X,Y)— [2:0-4-5,Edge],[8:Edge,0-2-0] [9:0-3-8,Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.49 10-12 >521 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -1.04 10-12 >244 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.04 9 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.29 10-12 >891 240 Weight:118 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30*Except* WEBS
B2:2x4 SP No.2 4-12=498/477,6-12=-3461786,
WEBS 2x4 SP No.3`Except* 6-1 0=-1 0 151636,7-10=-87/499
W5:2x4 SP No.2
OTHERS 2x4 SP No.3 NOTES-
SLIDER 1)Unbalanced roof live loads have been considered
Left 2x4 SP No.3 1-6-0 for this design.
BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf;
Structural wood sheathing directly applied or 4-11-8 oc h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
purlins, except end verticals. (envelope)and C-C Exterior(2)-1-4-0 to 4-4-12,
BOT CHORD Interior(1)4-4-12 to 21-24 zone;C-C for members and
Rigid ceiling directly applied or 2-2-0 oc bracing. forces&MWFRS for reactions shown;Lumber
WEBS DOL=1.25 plate grip DOL=1.25
1 Row at midpt 6-10 3)Provide adequate drainage to prevent water
MiTek recommends that Stabilizers and required ponding.
cross bracing be installed during truss erection,in 4)All plates are MT20 plates unless otherwise
accordance with Stabilizer Installation guide. indicated.
5)Plates checked for a plus or minus 0 degree
REACTIONS. (lb/size) rotation about its center.
9 = 934/Mechanical 6)This truss has been designed for a 10.0 psf bottom
2 = 1066/0-8-0 (min.0-1-8) chord live load nonconcurrent with any other live
Max Harz loads.
2 = 412(LC 8) 7)'This truss has been designed for a live load of
Max Uplift 20.Opsf on the bottom chord in all areas where a
9 = -435(LC 8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 418(LC 8) bottom chord and any other members,with BCDL=
Max Grav I O.Opsf.
9 = 934(LC 1) 8)Refer to girder(s)for truss to truss connections.
2 = 1066(LC 1) 9)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 435 lb uplift at
FORCES. (lb) joint 9 and 418 lb uplift at joint 2.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)This truss has been designed for a moving
when shown. concentrated load of 200.01b live located at all mid
TOP CHORD panels and at all panel points along the Bottom Chord,
2-3=-697/0,3-20=-1720/681, nonconcurrent with any other live loads.
4-20=-1640/702,4-5=-1360/514,
5-6=4210/525,8-9=-508/212
BOT CHORD LOAD CASE(S)
2-21=-988/1556,21-22=-988/1556, Standard
12-22=-988/1556,11-12=440/716,
11-23=440/716,23-27=-440/716,
24-27=-4401716,24-25=-440/716,
25-28=440/716,10-28=-440/716
WEBS
4-12=-498/477,6-12=-346/786,
€a'�flent�t»dllsrurRt 7i�II�S3"S47'�E%diltW.YttIShcTwxi(illk"Yl!a'IS.Uh EU 81'Ma.fnithsne ,dnzs�tietF data RiFrtss(^:�pr rppt[€;afGeiiln gf?taie i€,r.t ltrEsse SssdN#re rit 4:e si3srs,;e s. ln2e RtatlY
u+:d;ttecla pSstia:iPast3hi to l�f4stn_d rrY aaapxEapxen.r„SpecEgf iasg ss zer tar.IQkr{yresaa"etauprtut ht sFet tssaYtgi etAey:t:psas3+'.rylm 4t ss'rdry yicgisl rs ri*roianr fiD WI,nt III t.,.te mip as sarm heq'Vns ;iny; kllbli:T:TOn?b01I,-RE:;
: i+rdu t exe.SYJEnln�rer sfrrr;r4dt t n.4ssersia`n•eli3rfxM!Fep 7an;uYx m L�3(,>etrfp ladk.dy*;i xdeNl McYt�titlaLL Intai8ef! tdk t enx:apeffia7.sexae9ds,sdka 'uGt bt'yx..Cs.d Y
tis b�76S3
Rrl a sat•a9Retisat lam alat4t,t'SartmpA.r;ts eLrads s!G!t«St tasrwsfdl t'Gdi"jtespatl WiI hat S::/at{etc t+d ke R pa»driln.r laas.t4 s{eipat at zal iAei d net mess t fr.W [rit-¢i'rt'S 4ar�hten nibs f
S)SiY t'#i'}3{Yt!(ra6a11'IGp Ef lrrit5`i rl tY;.;tt1$fl5lrt tt]nt;1;K�S{YWfiS�ISI;<rr ri5'nF fCi[Pd }.nep,(Ifpd ia!'t n.wi:li lnlYFl:, -
aast;st tacteBlyi.
-�- - Fgrt'Rerc FL„3494t.
-- t9PYngev'.i+JJBAIFoelLezzes;ArtlAeryl.Idm6alll,F,EttpmduaioaoUhisdnzntosrthinonrj.ec,IspraAbitr�l it6eejjfieaTineepelmi;secEiiemA-1lcolLuz;ts;Anl6e�yl.lac5a111:P.E
Job Truss Truss Type Qty ply
XCAS6519DS B11 MONOPITCH 9 1 A0187968
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:28 2017 Page 1
ID:91ftG OBvLYIHkWNQ51ANUyE[5q-4x_ZgwiNKg?IGC39yFMn56azF9?rJWKxiMwTEYzhyoj
r1-4-q 7-5-13 14-1-2 20-9-12
1-4-0 7-5-13 6-7-5 6-8-10
4.00 12
6 Dead Load Defl.=118 in
I
5x8
18
5
1.5x4 Q
3x4 4 W3
3 17 2
1.5x4 11
1 2
22 19 9 208 23 24 21 7
3x4=3x4= 5x6=
3x6 11
L 10-5-6 20-9-12
10-5-6 104-6
Plate Offsets(X,Y)— [2:0-4-5,Edge1,[5:0-3-12,0-3-01,17:0-3-0 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.52 7-9 >478 360 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.92 7-9 >270 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.07 7-9 >999 240 Weight:107 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30
BOT CHORD 2x4 SP M 30`Except' WEBS
B1:2x4 SP M 31 4-9=-416/416,5-9=-199/676,
WEBS 2x4 SP No.3 5-7=-1060/744
OTHERS 2x4 SP No.3
SLIDER NOTES-
Left 2x4 SP No.3 1-6-0 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BRACING- Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf:
TOP CHORD h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18:MWFRS
Structural wood sheathing directly applied or 4-94 oc (envelope)and C-C Exterior(2)-14-0 to 4-4-6,
purlins, except end verticals. Interior(1)4-4-6 to 20-8-0 zone;C-C for members and
BOT CHORD forces$MWFRS for reactions shown;Lumber
Rigid ceiling directly applied or 7-9-7 oc bracing. DOL=1.25 plate grip DOL=1.25
WEBS 2)Plates checked for a plus or minus 0 degree
1 Row at midpt 5-7 rotation about its center.
MiTek recommends that Stabilizers and required 3)This truss has been designed for a 10.0 psf bottom
cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live
accordance with Stabilizer Installation guide. loads.
4)'This truss has been designed for a live load of
REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a
2 = 1043/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
7 = 910/0-5-8 (min.0-1-8) bottom chord and any other members,with BCDL=
Max Horz 10.0psf.
2 = 421(LC 8) 5)Provide mechanical connection(by others)of truss
Max Uplift to bearing plate capable of withstanding 404 lb uplift at
2 = -404(LC 8) joint 2 and 433 lb uplift at joint 7.
7 = 433(LC 12) 6)This truss has been designed for a moving
Max Grav concentrated load of 200.01b live located at all mid
2 = 1043(LC 1) panels and at all panel points along the Bottom Chord,
7 = 910(LC 1) nonconcurrent with any other live loads.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown. Standard -
TOP CHORD
2-3=-660/0,3-17=-1672/637,
4-17=-1595/656,4-5=-1333/474,
6-7=-197/258
BOT CHORD
2-22=-978/1513,19-22=-978/1513,
9-19=-978/1513,9-20=-613/878,
8-20=-613/878,8-23=-613/878,
23-24=-613/878,21-24=-613/878,
7-21=-613/878
WEBS
4-9=-416/416,5-9=-199/676,
ua.;.3 FlsL mm�ur ttie Re lllfl-➢cSS3 Y 3��i711 r;IN56�}07k:ti[JSip.Nl'W{3 UV`i,(LeWSI-Ian in3lk Hyv sue N it e I s isy 9rt ur�P',eilNe hti ji i.t N,t_th a�5kntei ewv C.1 �n;ise sfi C r@V I/
A lstceaQ,lln sMlkssetfar4e� It ril3A lr Usrs[iyue[2 SremtrlGp to sx! ,ry iP9RpruxReicrr�'aeAeeri+-.-ieil p;mai;npsitt:nl..5e/wgad,'ce sn;N Lr il^ta1 6_IDE di'fir iFlt,.rnei� ssip�,WYsr h saipi!.AI: pd[f1Cf1 T.Tom O
rnrdo- z,rl,irt nNur cinrircec tenssklA e Iruriaair�so�a,d�Ln mnrc;m¢( rnsl.exirnps >Knl r.pm�lm'6 mn a ;fi�ldnsdn I soa,crt�up,i j,,i,w.etisers;ddrse rnnj�, y b,III,P_E.
nef+3 Pu as(�ia lAMess aisR10 I rzGusil !d -dHxlal'af sedLh;rlhrsL,lltSO1V64er1r' fSAeniln Ibs.,Yd !v. 1&Ie�ixsnlnsn;l�sWEisdml5pr:w;iiiiiCa h llrssYmlJnn,ukn'. ,_�i � r. p r 'p r iF� ,t. r, 0083
4451:St.L Lude Lude Blvd.
�neni: tr„xn4i«n�rn� rgi,.pnn�si J.L12e in s�rurgiztrn[rn r,usro<iipxr uti n<nsz[qnw s rs,u�:.Sn«rnrtra ssals I rnl.
� FgrY.Pixcz,fLA494ii
-Capniydl 9 iQl6 A,1 A:atlmtsxs)slh9ay i f mSe.l[,P.E;Re sdon.x sl t6is dorunem.in ony form rs psohiEhzd xnhan f5e ahinrg pesmnneaha©A;I i.at fmsus;,Ai(hony LT`Sh0 ill,p.f.'
Job Truss Truss Type Qty PIY
XCAS6519DS B12 HALF HIP 1 1 A0187969
Job Reference(optional)
All Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:28 2017 Page 1
ID:91ftG_OBvLYIHkWNQ51ANUyEl5q-4x ZgwiNKg?IGC39yFMn56auQ9xfJOCxiMwTEYzhyoj
1-1-4-0 6-1 9-1
13-9-5 , 19-M 20-9-12,
1� 6-10-12 6-10-10 5-2-11 '1-9-12'
4.00 12 4x4= 3x4=
Dead Load Detl.=1/4 in
7 8Tq
3x4 3x4
6
5
4
4x4 1 20
3 2
1.5x4 11 2
1
22 12 11 23 10 24 9
3x4= 3x4= 3x8=3x6 11
Sx6 11
10-0-0 19-0-0 20-9-121
10-0-0 9-0-1 1-9-12
Plate Offsets(X,Y)— [2:0-4-5,Edge)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.33 10-12 >749 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.59 10-12 >418 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.92 Horz(TL) 0.05 9 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.1010-12 >999 240 Weight:126 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2
1 Wind:ASCE 7-10;Vult=170mph 3-second gust
WEBS 2x4 SP No.3 ) ( )
OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
SLIDER h=16ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
Left 2x6 SP No.2 2-0-0 (envelope)and C-C Comer(3)-1-4-0 to 4-11-1,
BRACING- Exterior(2)4-11-1 to 20-8-0 zone;C-C for members
TOP CHORD and forces&MWFRS for reactions shown;Lumber
Structural wood sheathing directly applied or 2-2-0 oc DOL=1.25 plate grip DOL=1.25
purlins, except end verticals. 2)Provide adequate drainage to prevent water
BOT CHORD ponding.
Rigid ceiling directly applied or 4-5-8 oc bracing. 3)Plates checked for a plus or minus 0 degree
rotation about its center.
MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom
cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live
accordance with Stabilizer Installation quide. loads.
5)'This truss has been designed for a live load of
REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a
9 = 910/0-5-8 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 1043/0-8-0 (min.0-1-8) bottom chord and any other members.
Max Horz 6)Provide mechanical connection(by others)of truss
2 = 393(LC 8) to bearing plate capable of withstanding 426 lb uplift at
Max Uplift joint 9 and 420 lb uplift at joint 2.
9 = -426(LC 8) 7)This truss has been designed for a moving
2 = 420(LC 8) concentrated load of 200.0Ib live located at all mid
Max Grav panels and at all panel points along the Bottom Chord,
9 = 910(LC 1) nonconcurrent with any other live loads.
2 = 1043(LC 1)
FORCES. (lb) LOAD CASE(S)
Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard
when shown.
TOP CHORD
2-3=-620/36,3-20=-1701/1258,
4-20==1601/1273,4-5=-1352/908,
5-6=-1212/919,6-7=-300/126,
8-9=-964/763
BOTCHORD
2-21=-1665/1556,2-22=-1665/1556,
12-22=-1665/1556,11-12=-857/873,
11-23=-857/873,10-23=-857/873
WEBS
4-12=-440/698,6-12=-437/620,
6-10=-896/929,8-10=-750/946
yp,iy Fias_mnnurr¢u ne.iria,riesis i����3ulrtuse.o€nn;ps[riTru,"tQ?uj:iriga;u�utari�nirrer�sry�:an,rqKl,¢.,,r;;rar:jr,��?a�nn+;<autesx,rl.p=l�rj;r u�;t¢�ti+h�eagtn_u,,,�„:<ca fn�thn.,Ei� :,
Y¢TsicvaarAmsskilkeseth•'ta'CC n!¢rdt ls¢im,o z{ga nr�si:,o-r[ip �n v�,r�lns rrzum.e�nr.,dnt rn.,.s n1,t,:rr.,t,sal:gMuiu,tl cngl Tress ts+a,+¢tn mct 11 annu;rs;�a,1�u,�n,.l ,r.,rn to �ssnr .Anthony T.Tbr 6a mj P.E.
nt and ,rx,.ylsl'*ii U nr wittde,C ak C-6ieRhln tyEu n:E:Irs3C a. $e d Idr If_141;t IMlxlk it nee!ni1R1 rt ir'dd4 lC0 Z ;fiiU dI1 T AtrngNz Tq t r df Gs¢erli et:f*d'f rz r >,a�d, =SUG83 '
6e1+71crCsryzr¢s(.dntr 41(eges A$�lfiu dtz/rtGtti itlpe�sdtul<C:r6 pmenSdrilde {lunrla i4.Tirm uTu Jln f.?S4 nd,p,it•1r41t�imRiesjnr:'nhLi r,efiiiR.I ssC„nxgisC«b, ern3 ins u�m :r:odecigg51;St.Lui:Ie:61vd,
rtim!n�nh d!eledixliFE°.P 1¢fiIir7rNx gr,IM,_T!¢T tsRruGar,itsE(tt r11
ri.yUi,lrxf rl frMUNps:e(a .s110l..ill¢rpdtil•n �r¢sezunTnl.. Pert '74odb
A
,:.,Pierce,EL
(upj7rghl�plb AEI RgolTms4z;r.Anih�Tnyl T m,e.Il,P.fy Rsrrndoaimtif this dntomdol,in any form,ispo6tgzrrrilhaott6e�nmen pnraissicn frgro R�1 R.ot tmsuC-Ai@Cny T T:c5tl Jf P.E:
Job Truss Truss Type Qty ply '
XCAS6519DS B13 HALF HIP 1 1 LbA0187970
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:29 2017 Page 1
ID:91ftG_OBvLYIHkWNQ51ANUyEl5q-Y7YytFI?5z7cuMeLWytOdK6lsZ172sX4xOfom zhyoi
1 4-0 9 6-13 17-0-0 20-9-12
1-4-0 9-6-13 7-5-2 3-9-12
4.00 12 4x8= 1.5x4 11
6 7 Dead Load Defl.=3(16 in
5x10 MT20HS--
4 5
IV
19
4x4 I%
3
1.5x4 11 2
1 \-4
20 21 11 10 22 9 23 Id
8
6x6 11 1.5x4 11 3x4= 3x4= 5x6=
9-6-13 17-0-0 20-9-12
9-6-13 7-5-2 3-9-12
Plate Offsets(X,Y)— [2:0-1-12,0-0-81,[5:0-2-0,Edge],[5:0-0-0,0-1-121,[6:0-5-0 0-2-01 [8:0-3-0 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.28 11-17 >895 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.48 11-17 >516 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.20 11-17 >999 240 Weight:116 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2`Except*
T1:2x4 SP M 30 WEBS
BOT CHORD 2x4 SP No.2 4-11=0/359,4-9=-1062/1100,
WEBS 2x4 SP No.3 6-9=-380/595,6-8=-927/784
OTHERS 2x4 SP No.3
SLIDER NOTES-
Left 2x6 SP No.2 2-3-15 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BRACING- Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf;
TOP CHORD h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
Structural wood sheathing directly applied, except end (envelope)and C-C Comer(3)-1-4-0 to 4-8-10,
verticals. Exterior(2)4-8-10 to 20-8-0 zone;C-C for members
BOT CHORD and forces&MWFRS for reactions shown;Lumber
Rigid ceiling directly applied or 3-10-4 oc bracing. DOL=1.25 plate grip DOL=1.25
WEBS 2)Provide adequate drainage to prevent water
1 Row at midpt 4-9 ponding.
MiTek recommends that Stabilizers and required 3)All plates are MT20 plates unless otherwise
cross bracing be installed during truss erection,in indicated.
accordance with Stabilizer Installation guide. 4)Plates checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 5)This truss has been designed for a 10.0 psf bottom
8 = 910/0-5-8 (min.0-1-8) chord live load nonconcurrent with any other live
2 = 1043/0-8-0 (min.0-1-8) loads.
Max Horz 6)`This truss has been designed for a live load of
2 = 354(LC 8) 20.Opsf on the bottom chord in all areas where a
Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8 = -410 LC 8 bottom chord and any other members.
2 = -428(LC 8) 7)Provide mechanical connection(by others)of truss
Max Grav to bearing plate capable of withstanding 410 lb uplift at
8 = 910 LC 1 joint 8 and 428 lb uplift at joint 2.
2 = 1043(LC 1) 8)This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
FORCES. (lb) panels and at all panel points along the Bottom Chord,
Max.Comp./Max.Ten.-All forces 250(lb)or less except nonconcurrent with any other live loads.
when shown.
TOP CHORD
2-3=-1599/1080,3-19=-1523/1089, LOAD CASE(S)
4-19=-1509/1104,4-5=-591/317, Standard
5-6=-582/341
BOT CHORD
2-20=-1398/1432,2-21=-1398/1432,
11-21=-139811432,10-11=-1398/1432,
10-22=-1398/1432,9-22=-1398/1432,
9-23=-411/484,8-23=-411/484
WEBS
4-11=0/359,4-9=-1 06211100,
6-9=-380/595,6-8=-927/784
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CAS6519DS us P 1 1
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:29 2017 Page 1
ID:91ftG OBvLYIHkWNQ51ANUyEl5q-Y7YytFj?5z7cuMeLWytOdK66oZKk2s84xOfOm—zhyoi
1 4-0 8-0-1 15-0-0 20-9-12
1 4-0 8-6-1 6-5-15 5-9-12
4.00 12 4x8= 2x4 11
Dead Load Defl.=1/8 in
6 7
3x4
3x4 5
4
W4
• 19 IV
4x4
3
1.5x4 II 2
1
20 21 11 10 9 22
8
4x6 II
1.5x4 11 4x4= 3x4= 5x6=
8-6-1 15-0-0 20-9-12
8-6-1 6-5-15 5-9-12
Plate Offsets(X Y)— [2:0-3-9 0-1-8] [6:0-5-0 0-2-0] [8:0-3-0 0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.19 11-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.32 11-17 >786 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.11 11-17 >999 240 Weight:113 Ib FT=O%
LUMBER-
TOP CHORD 2x4 SP No.2`Except'
T1:2x4 SP M 30 WEBS
BOT CHORD 2x4 SP No.2 4-11=0/323,4-9=-851/917,6-9=-318/548,
WEBS 2x4 SP No.3 6-8=-983/827
OTHERS 2x4 SP No.3
SLIDER NOTES-
Left 2x6 SP No.2 2-0-0 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BRACING- Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
TOP CHORD h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
Structural wood sheathing directly applied or 5-4-3 oc (envelope)and C-C Comer(3)-1-4-0 to 4-6-4,
purlins, except end verticals. Exterior(2)4-6-4 to 20-8-0 zone;C-C for members and
BOT CHORD forces&MWFRS for reactions shown;Lumber
Rigid ceiling directly applied or4-4-15 oc bracing. DOL=1.25 plate grip DOL=1.25
WEBS 2)Provide adequate drainage to prevent water
1 Row at midpt 6-8 ponding.
MiTek recommends that Stabilizers and required 3)Plates checked for a plus or minus 0 degree
cross bracing be installed during truss erection,in rotation about its center.
accordance with Stabilizer Installation uide. 4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
REACTIONS. (lb/size) loads.
8 = 910/0-5-8 (min.0-1-8) 5)'This truss has been designed for a live load of
2 = 1043/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a
Max Horz rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 316(LC 8) bottom chord and any other members.
Max Uplift 6)Provide mechanical connection(by others)of truss
8 = -398(LC 8) to bearing plate capable of withstanding 398 lb uplift at
2 = 437(LC 8) joint 8 and 437 lb uplift at joint 2.
Max Grav 7)This truss has been designed for a moving
8 = 910(LC 1) concentrated load of 200.01b live located at all mid
2 = 1043(LC 1) panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown. LOAD CASE(S)
TOP CHORD Standard
2-3=-528/14,3-19=-1638/1175,
4-19=-1564/1188,4-5=-834/544,
5-6=-756/563
BOT CHORD
2-20=-1430/1483,2-21=-1430/1483,
11-21=-1430/1483,10-11=-1430/1483,
9-1 0=-1 430/1483,9-22=-613(730,
8-22=-613/730
WEBS
4-11=01323,4-9=-851/917,6-9=-318/548,
6-8=-983/827
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Job Truss Truss Type Qty ply
XCAS6519DS B15 HALF HIP GIRDER 1 A0187972 '
3=Reference
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:30 2017 Page 1
ID:glftG OBvLYIHkWNQ51ANUyEl5q-OK6K5bkdsHFSVWDX4gOFAXfFJzgInN5E9gPZIRzhyoh
1 3-0 3-4-0 4-4-0 7-4-1 9-1-11 13 0-0 16-10-14 20-9-12
1 4-0 3 4-0 1-0-0 3-0-1 1-9-10 3-10-5 3-10-14 3-10-14
5xB= 1.514 I I 3x6=
Dead Load DeFl.=�/8 in
7 8 9
4.00 rl2 3x4 l
2x4 6 .
5 O
25
Ci 2x4 / /. VV
2.....W3
NE
4 i \
24 3 _._...._�..._...__8
2x4 2
i W1. 14 13 11 10 0
._131
29 30 31 12 32 33 3 6 ?
- == 4x6=
...,
`4x12 17
27 15 3x4=
4x4= 2x4 11
3: 4 4-0, 9-1-11 13-0-0 16-10-14 20-9-12
3-4_0 1-0-0' 4-9-11 3-10-5 3-10-14 3-10-14
Plate Offsets(X,Y)— f2:0-1-15,0-0-151,[4:0-10-8,Edge] 16:0-1-12,0-1-81,[7:0-5-0 0-2-81 [14:0-3-0 0-3-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.33 14-23 >756 360 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.92 14-23 >268 240
BCLL 0.0 ` Rep Stress Incr YES WB 0.58 Horz(TL) 0.48 17 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.57 14-23 >436 240 Weight:476 lb FT=0
LUMBER-
TOP CHORD 2x6 SP 240OF 2.0E*Except` 10)Provide mechanical connection(by others)of truss
BOT CHORD 2xx 6 SP No.2*Except* 3-15=-4321797,6-14=-2358/4294,
T 2x4 SP N WEBS to bearing plate capable of withstanding 1583 lb uplift
E B2:2x6 SP 240OF 2.0E 6-13=-5311/3004,7-13=-1804/3285, at joint 2 and 1876 lb uplift at joint 17.11)This truss has be
WEBS 2x4 SP No.3*Except been designed for a moving
7-11=-2685/1550,8-11=-1012/580, concentrated load of en de live located at all mid
W8,W1:2x6 SP No.2 9-11=-2505/4546,5-14=-3603/2071 panels and at all panel points along the Bottom Chord,
OTHERS 2x6 SP 2400E 2.0E`Except* nonconcurrent with any other live loads.
05 2x4 SP 40O NOTES- 12)Hanger(s)or other connection device(s)shall be
LBR SCAB 2-5 2x6 SP 2400E 2.0E one side (0 131"truss it be connected together with 10d provided sufficient to support concentrated loads 485
BRACING- Top chords
nails as follows: lb down and 328 lb up at 17-0-12,and 486 lb down
TOP CHORD Top chords connected x follows:2x6- -rows and 284 lb up at 18-9-12 on top chord,and 1280 lb
Structural wood sheathing directly applied or 6-0-0 oc staggered at 0-9-0 oc,2x4-1 row at 0-7-0 oc. dawn and 758 lb up at 7-1-9,553 lb down and 313 lb
pudins, except end verticals. Bottom chords connected as follows:2x6-2 rows up at 9-0-12,553 lb down and 53 l lb up at 1 313 1,
ROT CHORD staggered a ted oc. and 535 lb down and 331 lb up at 13-0-12,and 535 lb
Rigid ceiling directly applied or 6-0-0 oc bracing. Webs connected o follows: oc-2 rows staggered at down and 331 lb up at 15-0-12 on bottom chord. The
JOINTS 0-9-0 oc,2x4-1 row at 0-9-0 oc. design/selection of such connection device(s)is the
1 Brace at Jt(s):14 2)All loads are considered equally applied to all plies, responsibility of others.
except if noted as front(F)or back(B)face in the
REACTIONS. (lb/size) LOAD CASE(S)section.Ply to ply connections have
2 = 2878/0-8-0 (min.0-1-8) been provided to distribute only loads noted as(F)or
17 = 3483/0-5-8 (min.0-1-8) (B),unless otherwise indicated. LOAD CASE(S)
Max Harz 3)Attached 7-0-0 scab 2 to 5,back face(s)2x6 SP Standard
2 = 314(LC 4) 240OF 2.0E with 2 row(s)of USP WS6 screws spaced 1)Dead+Roof Live(balanced):Lumber Increase=1.25
Max Uplift 9"o.c.except:starting at 1-9-12 from end at joint 2, Plate Increase=1.25
2 = -1583(LC 4) nail 2 row(s)at 4"o.c.for 3-10-11. Uniform Loads(plf)
17 = -1876(LC 4) 4)Wind:ASCE 7-10;Vult=170mph(3-second gust) Vert:1-7=-70,7-9=-70,15-18=-20,10-21=-20
Max Grav Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; Concentrated Loads(lb)
Vert:14=-553(B)13=-535(B)8=485(B)26=486(B)
2 = 2878(LC 1) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
17 = 3483(LC 1) (envelope);cantilever left and right exposed;Lumber 30=-1280(B)31=-553(B)32=-535(B)
DOL=1.25 plate grip DOL=1.25
FORCES. (lb) 5)Provide adequate drainage to prevent water
Max.Comp./Max.Ten.-All forces 250(lb)or less except ponding.
when shown. 6)Plates checked for a plus or minus 0 degree
TOP CHORD rotation about its center.
3-24=-1045/353,3-4=-794/254, 7)This truss has been designed for a 10.0 psf bottom
5-25=-1334717394,5-6=-10960/6041, chord live load nonconcurrent with any other live
6-7=-5733/3146,7-8=-3492/1918, loads.
8-26=-3492/1918,9-26=-3492/1918, 8)*This truss has been designed for a live load of
10-17=-3483/1876,9-10=-3418/1878 20.Opsf on the bottom chord in all areas where a
BOT CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2-27=-592/887,4-29=-7528/13281, bottom chord and any other members.
4-30=-7519/13298,14-30=-7519/13296, 9)Bearing at joint(s)17 considers parallel to grain
14-31=-5735/10194,13-31=-5735/10194, value using ANSI/TPI 1 angle to grain formula.
12-13=-3103/5545,12-32=-3103/5545, Building designer should verify capacity of bearing
11-32=-3103/5545 surface,
WEBS
3-15=-432/797,6-14=-2358/4294,
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Job Truss Truss Type Qty �7Job
A0187973
XCAS6519DS B16 JACK-CLOSED 1 Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:30 2017 Page 1
ID:91ftG_OBvLYIHkWNQ51ANUyEl5q-OK6KSbkdsHFSVWDX4gOFAXfFgzh3nNkE9gPZIRzhyoh
-1-4-0 6-9-2 13-0-0
1 4-0 6-9-2 6-2-14
5
4.00 12
3x4
0
4Ci W4
M
0
0
1714
W3 n
3x4--- pjT-�13x4=
3 2 9 16
i
1.5x4 II ! �
1
2
•t i 18 7 19 6
3x6 11 1.5x4 11 3x4=
6-9-2 13-0-0
6-9-2 6-2-14
Plate Offsets(X Y)- [2:0-3-9 0-0-13]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.13 6-7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.19 6-7 >822 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) -0.03 16 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.04 7-14 >999 240 Weight:69 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
OTHERS 2x4 SP No.3 h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
SLIDER
Left 2x4 SP No.3 1-6-0 (envelope)and C-C Comer(3)-1-4-0 to 3-10-2,
BRACING- Exterior(2)3-10-2 to 12-6-12 zone;C-C for members
TOP CHORD and forces&MWFRS for reactions shown;Lumber
Structural wood sheathing directly applied or 5-9-11 oc D Plates
plate grip a plus 25
purlins, except end verticals. rotation
Plates checked for a plus or minus 0 degree
BOT CHORD rotation about its center.
R 3)This truss has been designed for a 10.0 psf bottom
Rigid ceiling directly applied or 6-0-12 oc bracing.
chord live load nonconcurrent with any other live
MiTek recommends that Stabilizers and required loads.
cross bracing be installed during truss erection,in 4)'This truss has been designed for a live load of
accordance with Stabilizer Installation guide. 20.Opsf an the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
REACTIONS. (lb/size) bottom chord and any other members.
2 = 698/0-8-0 (min.0-1-8) 5)Refer to girder(s)for truss to truss connections.
16 = 526/Mechanical 6)Provide mechanical connection(by others)of truss
Max Horz to bearing plate capable of withstanding 295 lb uplift at
2 = 270(LC 8) joint 2 and 254 lb uplift at joint 16.
Max Uplift 7)This truss has been designed for a moving
2 = -295(LC 8) concentrated load of 200.0Ib live located at all mid
16 = -254(LC 12) panels and at all panel points along the Bottom Chord,
Max Grav nonconcurrent with any other live loads.
2 = 698(LC 1)
16 = 526(LC 1)
LOAD CASE(S)
FORCES. (lb) Standard
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-3=-343/13,3-17=-855/591,
4-17�746/601,6-9=-334/427,
5-9=-334/427
BOT CHORD
2-18=-859/780,7-18=-859/780,
7-19=-859/780,6-19=-859/780
WEBS
4-7=0/304,4-6=-779/867
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Job Truss Truss Type Qty ply
XCAS6519DS B17 Jack-Closed 3 1 LbA0187974
Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:31 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 AN UyEl5q-U WgilxkFdbNJ7gokeNwUiICVpN3dWtINOK87rtzhyog
1 4-0 3 4-0 4 4-0 9-2-11 13-0-0
1 4-0 3 4-0 1-0-0 4-10-11 3-9-5
7 I Dead Load Dell._0/8 in
4.00 12 2x4 I
6 I =
20
0
2 to
4x4
5x6 II I 1
3 4 5 I
i
2x4= 2 0
1 23 24 5x6= �o
4x4=
21 22 9
3x8 II
3x4= 3x3 11
3-4-0 4-4-0, 13-0-0
3 4-0 1-0-0' 8-8-0
Plate Offsets(X,Y)— [2:0-24 0-2-4],[2:0-2-7,Edge],[4:0-3-0,0-1-12] [5:0-2-8 Edge] [8:0-3-0 0-2-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.25 8-19 >607 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) -0.63 8-19 >244 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.39 Horz(TL) 0.19 8 n/a n/a
BCDL 10.0 Code FBC2014frPI2007 Matrix-MS Wind(LL) 0.28 8-19 >549 240 Weight:73 lb FT=0
LUMBER-
TOP CHORD 2x6 SP 240OF 2.0E NOTES-
BOT CHORD 2x4 SP M 31'Except`
B2:2x4 SP M 30 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
WEBS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
OTHERS 2x4 SP No.3 h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
SLIDER (envelope)and C-C Exterior(2)-1-3-8 to 1-9-5,
Left 2x6 SP No.2 2-1-10 Interior(1)1-9-5 to 12-10-4 zone;cantilever left and
BRACING- right exposed;C-C for members and forces&MWFRS
TOP CHORD for reactions shown;Lumber DOL=1.25 plate grip
Structural wood sheathing directly applied or 6-0-0 oc DOL=1.25
purlins, except end verticals. 2)Plates checked for a plus or minus 0 degree
BOT CHORD rotation about its center.
Rigid ceiling directly applied or 10-0-0 oc bracing. 3)This truss has been designed for a 10.0 psf bottom
Except: chord live load nonconcurrent with any other live
8-0-0 oc bracing:5-8 loads.
4)'This truss has been designed for a live load of
REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a
8 = 555/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 688/0-8-0 (min.0-1-8) bottom chord and any other members.
Max Horz 5)Refer to girder(s)for truss to truss connections.
2 = 305(LC 8) 6)Provide mechanical connection(by others)of truss
Max Uplift to bearing plate capable of withstanding 311 lb uplift at
8 = -311(LC 12) joint 8 and 342 lb uplift at joint 2.
2 = -342(LC 8) 7)This truss has been designed for a moving
Max Grav concentrated load of 200.01b live located at all mid
8 = 555(LC 1) panels and at all panel points along the Bottom Chord,
2 = 688(LC 1) nonconcurrent with any other live loads.
FORCES. (lb) LOAD CASE(S)
Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard
when shown.
TOP CHORD
2-3=-709/385,3-4=-380/21,
5-20=-938/637,6-20=-846/650
BOT CHORD
2-21=-214/278,2-22=-214/278,
9-22=-214/278,4-9=-122/345,
5-23=-1388/1698,5-24=-882/1000,
8-24=-882/1000
WEBS
6-8=-1085/979
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Job Truss Truss Type Qty Ply
XCAS6519DS B18 Half Hip 1 1 A0187975
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.cem Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:31 2017 Page 1
ID:91 ftG_0 BvLYI HkW NQ51 ANUyEISq-U WgilxkFdbNJ7gokeNwUiICUEN.j WuXNOK87rtzhyog
1 4-0 8-5-15 11-0-0 13-0-0
1 4-0 3 4-0 1-0-0 4-1-15 2-6-1
. 5x8= 1.5x4 11
Dead Load DeFl.=5/16 in
6 7
4.00 12 2x4 I
5
0
19 2 0
5x6 11 3 " o
3 4EB
v
18 1-1
[
2x4= 2 9
21 22 23 5x6-- I?
1 3x4=
4x4=
r 20 10
4x6= 2x4 11
3 4-0 , 11-0-0 13-0-0
3 4-0 1-0-0 6-8-0 1 2-0-0
Plate Offsets(X Y)— [2:0-3-7 0-0-11] [3:0-3-0 0-1-121 [4:0-1-12 Edge] [6:0-5-0 0-2-8] [8:0-3-0 0-3-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.17 9-17 >901 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.50 9-17 >306 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.21 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.30 9-17 >515 240 Weight:72 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP 2400F 2.0E`Except` NOTES-
T2:2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf-,
WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
OTHERS 2x4 SP No.3
BRACING- (envelope)and C-C Exterior(2)-1-3-8 to 2-0-1,
TOP CHORD Interior(1)2-0-1 to 11-0-0,Exterior(2)11-0-0 to
Structural wood sheathing directly applied or 6-0-0 oc 12-10-4 zone;cantilever left and right exposed;C-C
, except end verticals. for members and forces$MWFRS for reactions
purfinsBOT CHORD shown;Lumber DOL=1.25 plate grip DOL=1.25
Rigid ceiling directly applied or 10-0-0 oc bracing. 2)Provide adequate drainage to prevent water
Except: ponding.
Exce xce oc bracing:4-9 3)Plates checked for a plus or minus 0 degree
rotation about its center.
MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom
cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live
accordance with Stabilizer Installation auide. loads.
5)'This truss has been designed for a live load of
REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a
8 = 573/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the
2 = 670/0-8-0 (min.0-1-8) bottom chord and any other members.
Max Horz 6)Refer to girder(s)for truss to truss connections.
2 = 273(LC 8) 7)Provide mechanical connection(by others)of truss
Max Uplift to bearing plate capable of withstanding 305 Ib uplift at
8 = -305(LC 8) joint 8 and 344 lb uplift at joint 2.
2 = -344(LC 8) 8)This truss has been designed for a moving
Max Grav concentrated load of 200.01b live located at all mid
8 = 573(LC 1) panels and at all panel points along the Bottom Chord,
2 = 670(LC 1) nonconcurrent with any other live loads.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown. Standard
TOP CHORD
2-18==425/48,3-18=-369/52,
4-19=-1186/940,5-19=-1141/951,
5-6=-454/320
BOT CHORD
2-20=-234/287,10-20=-234/287,
3-10=-32/264,4-21=-1413/1627,
4-22=-1158/1247,9-22=-1158/1247,
9-23=-336/388,8-23=-336/388
WEBS
6-9=-481/728,6-8=-681/582,
5-9=-1038/981
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Job Truss Truss Type Qty Ply
XCAS6519DS B19 Half Hip 1 1 A0187976
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:32 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-ziD4WHIuOuVAIgNwBSRj Fykf8mGQFLxXd_ugNJzhyof
1 4-0 3-4-0 4 4-0 9-0-0 13-0-0
1 4-0 3 4-0 1-0-0 4-8-0 4-0-0
5x8= 1.5x4 11
Dead Load Defl.=318 in
5 18 6
4.01) 12 ni ,
w1
5x6 11 `f
N
3 4 1 \Ci
\ti,i o
17
c�2x4= 2 20 21 8 22 7 19
ql 1 3x6- 1.5x4 11 5x6 _
e e -
e 19 9
4x6= 2x4 I I
3-4-0 4-4-0 9-0-0 13-0-0
3-4-0 1-0-0 4-8-0 4-0-0
Plate Offsets(X,Y)- [2:0-3-15,0-0-71,[3:0-3-0,0-1-121,[4:0-1-0 Edge) [5:0-5-0 0-2-8) [7:0-3-0 0-3-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 20.0. Plate Grip DOL 1.25 TC 0.52 Vert(LL) -0.20 8-16 >784 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.57 8-16 >272 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.36 Horz(TL) 0.23 7 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.37 8-16 >414 240 Weight:65 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP 2400F 2.OE*Except` 2)Wind:ASCE 7-10;Vult=170h(3- d t
T2:2x4 SP No.2 mp secon gust)
BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
WEBS 2x4 SP No.3 h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
OTHERS 2x4 SP No.3 (envelope)and C-C Exterior(2)-1-3-8 to 2-0-1,
BRACING- Interior(1)2-0-1 to 9-0-0,Exterior(2)9-0-0 to 12-10-4
TOP CHORD zone;cantilever left and right exposed;C-C for
Structural wood sheathing directly applied or 6-0-0 oc members and forces 8t MWFRS for reactions shown;
purlins, except end verticals. Lumber DOL=1.25 plate grip DOL=1.25
BOT CHORD 3)Provide adequate drainage to prevent water
Rigid ceiling directly applied or 6-1-7 oc bracing. ponding.
4)Plates checked for a plus or minus 0 degree
MiTek recommends that Stabilizers and required rotation about its center.
cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom
accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live
loads.
REACTIONS. (lb/size) 6)'This truss has been designed for a live load of
7 = 573/Mechanical 20.Opsf on the bottom chord in all areas where a
2 = 670/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Horz bottom chord and any other members.
2 = 232(LC 8) 7)Refer to girder(s)for truss to truss connections.
Max Uplift 8)Provide mechanical connection(by others)of truss
7 = -293(LC 8) to bearing plate capable of withstanding 293 lb uplift at
2 = -356(LC 8) joint 7 and 356 lb uplift at joint 2.
Max Grav 9)This truss has been designed for a moving
7 = 573(LC 1) concentrated load of 200.OIb live located at all mid
2 = 670(LC 1) panels and at all panel points along the Bottom Chord,
FORCES- (lb) nonconcurrent with any other live loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown. LOAD CASE(S)
TOP CHORD Standard
2-17=-425/126,3-17=-369/129,
4-5=-8951740
BOT CHORD _
2-19=-250/282,9-19=-250/282,
3-9=-34/264,4-20=-1507/1589,
4-21=-853/871,8-21=-853/871,
8-22=-857/885,7-22=-857/885
WEBS
5-8=-53/355,5-7=-991/954
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
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Job Truss Truss Type Qty PIY
2
XCAS6519DS B21G HALF HIP GIRDER 1 A0187977
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:33 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyElSq-RvnSjdmW9Cd 1 My6loyyoAHg7Ael—IQgredDvmzhyoe
1-4-0 34-0 4 4-0 7-0-0 13-0-0
14-0 3-4-0 2-8-0 6-0-0
5x8= 3x3 11 Dead Load Defl.=114 in
' 1 1 6
4.00 F12
1
6x6 11 1 m
3 4
Ll B3 0
0
9
2x4= 2 19 20 8 21 22 23 7 0
1 4x8= 4x8=
3x8II 5x6
e t& 18 9
6•
2x4 I I
3x4=
3-0-0 7-0-0 13-0-0
3-4-0 1-0-0 2-8-0 6-0-0
Plate Offsets(X,Y)— [3:0-3-0,0-2-12),[4:0-1-6,Edge),[5:0-5-0 0-2-8),[8:0-5-0,0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.12 15 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.33 4-15 >462 240
BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.15 7 n/a n/a
BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Wind(LL) 0.21 4-15 >729 240 Weight:157 lb FT=0%
LUMBER-
TOP CHORD 2x6 SP 2400F 2.0E`Except* NOTES-
T2:2x4 SP No.2 12)Hanger(s)or other connection device(s)shall be
BOT CHORD 2x4 SP No.2`Except' 1)2-ply truss to be connected together with 10d provided sufficient to support concentrated load(s)161
B2:2x6 SP No.2,B3:2x8 SP No.2 (0.131"xY)nails as follows: lb down and 189 lb up at 7-0-0,and 90 lb down and
WEBS 2x4 SP No.3 Top chords connected as follows:2x6-2 rows 116 lb up at 9-0-12,and 90 lb down and 116 lb up at
OTHERS 2x4 SP No.3 staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. 11-0-12 on top chord,and 630 lb down and 428 lb up
BRACING- Bottom chords connected as follows:2x4-1 row at at 7-0-0,and 145 lb down and 82 lb up at 9-0-12,and
TOP CHORD 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 145 lb down and 82 lb up at 11-0-12 on bottom chord.
SttStructural wood sheathing directly applied or 6-0-0 oc rows staggered at 0-9-0 oc. The design/selection of such connection device(s)is
u St r except end verticals. Webs connected as follows:2x4-1 row at 0-9-0 oc. the responsibility of others.
BOT CHORD 2)All loads are considered equally applied to all plies,
Rigid ceiling directly applied or 10-0-0 oc bracing. except if noted as front(F)or back(B)face in the
LOAD CASE(S)section.Ply to ply connections have LOAD CASE(S)
REACTIONS. (lb/size) been provided to distribute only loads noted as(F)or Standard
7 = 1300/Mechanical (B)a unless otherwise indicated. 1)Dead+Roof Live(balanced):Lumber Increase=1.25
2 = 1076/0-8-0 (min.0-1-8) 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) Plate Increase=1.25
Max Horz Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf; Uniform Loads(plf)
2 = 190(LC 4) h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Vert:1-5=-70,5-6=-70,9-11=-20,4-7=-20
Max Uplift (envelope);Lumber DOL=1.25 plate grip DOL=1.25 Concentrated Loads(lb)
7 = -736(LC 4) 4)Provide adequate drainage to prevent water Vert:8=-630(F)5=-75(F)16=-70(F)17=-70(F)
2 = -626(LC 4) ponding. 21=-145(F)23=-145(F)
Max Grav 5)Plates checked for a plus or minus 0 degree
7 = 1300(LC 1) rotation about its center.
2 = 1076(LC 1) 6)Concentrated loads from layout are not present in
Load Case(s):#101 1st Moving Load;#201 2nd
FORCES. (lb) Moving Load;#301 3rd Moving Load;#401 4th
Max.Comp./Max.Ten.-All forces 250(lb)or less except Moving Load;#501 Sth Moving Load;#601 6th
when shown. Moving Load;#701 7th Moving Load;#801 8th
TOP CHORD Moving Load;#901 9th Moving Load;#1001 10th
2-3=-1219/591,4-5=-3688/2115, Moving Load;#1101 11th Moving Load;#1201 12th
5-16=-379/234,16-17=-379/234, Moving Load;#1301 13th Moving Load.
6-17=-379/234,6-7=-290/215 7)This truss has been designed for a 10.0 psf bottom
BOT CHORD chord live load nonconcurrent with any other live
2-18=-574/957,9-18=-574/957, loads.
4-19=-2509/4261,4-20=-2107/3604, 8)'This truss has been designed for a live load of
8-20=-2107/3604,8-21=-2175/3742, 20.Opsf on the bottom chord in all areas where a
21-22=-2175/3742,22-23=-2175/3742, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
7-23=-2175/3742 bottom chord and any other members.
WEBS 9)Refer to girder(s)for truss to truss connections.
5-8=-581/1159,5-7=-3435/1983 10)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 736 lb uplift at
joint 7 and 626 lb uplift at joint 2.
11)This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
sue. a±xs o r re.11r no stu•; ts��p s-a( R}%%itlC`ERu tlCt3�wi5[±�1 d"Y5*plSu p-i[rsffil'hm_tn3r.!up a aaFreRtds ep ass Cip:mr 1[{;N3t ittigl ±ia la,r.lertksi dpifiars I�t ctSn;a�lp?'[,al:
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Job Truss Truss Type Qty ply
XCAS6519DS B2s COMMON 1 1 A0187978
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:33 2017 Page 1
ID:91 ftG_OBvLYI HkWNQ51 ANUyElSq-RvnSjdmW9Cd 1 My6loyyoAHIHAf?_q FgredDvmzhyoe
1-4-0 5-2-4 8-9-0 12-3-12 17-6-0
1 4-0 5-2-4 3-6-12 3-6-12 5-2-4
4x4=
Dead Load Defl.=1/8 in
4
4.00 F12
1.5x4 1.5x4 -
3 5
15 16
3x4
6
1.5x4 II 2 2 7
1 W jo
l.?
,o
17 8 18 19
96x8 11
5x8= 3x6 11
8-9-0 17-6-0
8-9-0 8-9-0
Plate Offsets(X,Y)— p:04-5,Edge),[8:0-4-0,0-3-01,[9:0-4-14,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.31 8-9 >663 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.50 8-9 >416 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.03 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.14 8-13 >999 240 Weight:77 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30*Except' NOTES-
T2:2x4 SP No.2 1)Unbalanced roof live loads have been considered
BOT CHORD 2x4 SP No.2 for this design.
WEBS 2x4 S `Except 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
W 2x8 SP No.2 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=S.Opsf;
OTHERS 2x44 SP No.3 h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
SLIDER (envelope)and C-C Comer(3)-1-4-0 to 3-7-4,
BRACING-TOP CHORD Exterior(2)3-7-4 to 8-9-0,Comer(3)8-9-0 to 13-8-4 Structural wood sheathing directly applied or 4-7-1 oc zone;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.25 plate grip
ROOT CHORD
p T except end verticals. DOL=1.25
3)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 4-4-4 oc bracing. rotation about its center.
MiTek recommends that Stabilizers and required 4)This truss has been designed for a 10.0 psf bottom
cross bracing be installed during truss erection,in chord live load nonconcurrent with any other live
accordance with Stabilizer Installation guide. loads.
5)`This truss has been designed for a live load of
REACTIONS. (lb/size) 20.Opsf on the bottom chord in all areas where a
7 = 768/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the
9 = 894/0-8-0 (min.0-1-8) bottom chord and any other members.
Max Harz 6)Refer to girder(s)for truss to truss connections.
9 = 81(LC 8) 7)Provide mechanical connection(by others)of truss
Max Uplift to bearing plate capable of withstanding 272 lb uplift at
7 = -272(LC 9) joint 7 and 395 lb uplift at joint 9.
9 = -395(LC 8) 8)This truss has been designed for a moving
Max Grav concentrated load of 200.Olb live located at all mid
7 = 768(LC 1) panels and at all panel points along the Bottom Chord,
9 = 894(LC 1) nonconcurrent with any other live loads.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown. Standard
TOP CHORD
2-15=-1360/1560,3-15=-1270/1572,
3-4=-1123/1250,4-5=-1141/1295,
5-16=-1391/1676,6-16=-1448/1664,
6-7=-1031/492,2-9=-801/1118
BOT CHORD
9-17=-1364/1205,8-17=-136411205,
8-18=-1438/1331,7-18=-1438/1331,
7-19=-748/495
WEBS
4-8=-393/441,5-8=-359/607,
3-8=-232/491
.°QTr Arn smxdp:e+na ibt lit zitU 5S:Tflydi.Tp&7,as(E(41t Nt3fi'rJ75 LSp d'eiiRil!(I7JFr.i1fULNE'ktu,.itlAt(rcprt.'stsedrtet ul..r,Est,ns[+�� rsss}lM;Wed ur r(i_saSs flpt.Dent¢rpEekn aer,s5t1 ce (sr _L�sd}
4isk;mrJo ppytl.(37hndk n ICpnistofi!a t(35; ia,xp sar}e.ian(.ri�s r s¢dro sr(1t'D tpne+'ts a;tpnt to rdn,satlxtl dq yHL4ilry f+!pr(ut dWrsrspHin e(nelzme tips l} e,t lilt rlrq pn:a}tia.;l�!iq teJ,sts.lsliii�l±.-'
s(�ndtn fn f n fsESyunrr(sts >dtn t ct Cneelss,x ntjdtrngt uv( •{ut;is tam ! 4'1,4 Wn hdi-t¢S?as i7E!rxgpasd tl wtaar`Idl tddt at; ":lisps 7 p stertsCxAatmw z+E:e: ssetS lx u•t.u;x. 's'nkheny T Fornboai,P:E.:
_ }sit dEixmipt p(tmE N,tCr(r(�^sti.tl tli ntYi'ed(l9x en.piS!.}lsWA P Ei}itedr r1'j�atsLn4td}•tra(r.:ae1e.t.x(tnpty 3tsvn Pt}kt 3t r.'r":^;iF'�7 rsk-tpgrx tlfq v?sii p�'ixgxdip y nr 6tE`Ipp«a#GuSfp!hdr{e}dsn((s YJ 6n idtl@t-(Ebi(n•'d A:!'9.(s-v13(rrye ht.(1-"it}Ckr fs.L'jM_r(iit GtL r4pStt E(�n'tKRlLAN,kal!}S 4451�5 t"ude
#-rtprtt Fort Piers,FL.
34946,
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Job Truss Truss Type Qty Ply
XCAS6519DS B23 HIP GIRDER 1 1 A0187979
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:34 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyE15q-v5Ln¢n8,AWu_7WJJVTBKNpyRa_gjlcg4lNnRCzhyod
1 4-0 3-0-0 4-9-0 6-1-0 7-5-0 8-9-0 10-1-0 11-5-0 14-6-0 17-6-0
14-0 3-0-0 1-9-0 14-0 14-0 14-0 1�-0 14-0 3-1-0 3-0-0
4x4=
� Dead Load DeFl.=3/16 in
10 6
4 8 12 7
7x10 T2
4.00 12 8 7x10
4 9 1
3
3x4 3x4
3IT 16
Ul
17 0
2 n
�qtir,
o
Le]e 35 21 36 37 38 2039 19 40 41 18 42 43
3x6 11
4x8= 3x4= 4x4 II
3-0-0 8-9-0 14-6-0 17-6-0 __ J
3-0-0 5-9-0 + 5-9-0
Plate Offsets(X Y)- [2:0-4-5 Edge] [4:0-3-8 Edge] [9:0-1-8 0-0-12] [15:0-3-8 Edge],[17:0-2-5 0-0-51
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.12 20-21 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.28 20-21 >753 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.04 17 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.11 20-21 >999 240 Weight:108 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 7)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2 TOP CHORD chord live load nonconcurrent with any other live
WEBS 2x4 SP No.3 2-3=-275/124,3-33=-1417/661, loads.
OTHERS 2x4 SP No.3 4-33=-1381/653,4-5=-775/357, 8).This truss has been designed for a live load of
SLIDER 5-7=-775/357,7-9=-775/357, 20.Opsf on the bottom chord in all areas where a
Left 2x4 SP No.3 1-6-0, 9-1 1=-775/357,11-13=-775/357, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Right 2x4 SP No.3 1-6-0 13-15=-775/357,15-34=-1586/771, bottom chord and any other members.
BRACING- 1-441623l778,16-17=-631/323, 9)Refer to girder(s)for truss to truss connections.
TOP CHORD 4-44=-865/437,6-44=-851/427,Structural wood sheathing directly applied or 3-7-11 oc 6-45=-873/461,8-45=-849/450, 10)Provide mechanical connection(by others)of truss
d' b I' a to bearingplate capable of withstanding 376 I uplift t
purT C 12468-10=788l440,10-4 7=-85/434, joint 17 and 495 lb uplift at joint 2.
ROT CHORD 12-46=-789/443,12-47=-850/451, 11)This truss has been designed for a moving
Rigid ceiling directly applied or 6-9-6 oc bracing. 14-47=-874/462,14-48=-8521429,JOINTS 15-48=-886/439 concentrated load of 200.01b live located at all mid
1 Brace at Jt(s):9,5,13 BOT CHORD panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
2-35=-647/1312,21-35=-647/1312,
MiTek recommends that Stabilizers and required 12)Graphical purlin representation does not depict the
cross bracing be installed during truss erection,in 21-36=-677/1328,36-37=-677/1328, size or the orientation of the purlin along the tap and/or
accordance with Stabilizer Installation guide 37-38=-677/1328,20-36=-677/1328, bottom chord.
20-39=-732/1530, =-732/1530, 13)Hanger(s)or other connection device(s)shall be
REACTIONS. (lb/size) 19-40=-732/1530,4041 40-41=-732/1530, provided sufficient to support concentrated load(s)175
17 = 790/Mechanical 18-41=-732/1530,16 42=-706/1524, lb down and 154 Ib up at 3-0-0,51 lb down and 66 lb
2 = 926/0-8-0 (min.0-1-8) 1742=-706/1524,17-43=-242/509 up at 5-0-12,51 lb down and 66 lb up at 7-0-12,51 lb
Max Horz WEBS down and 59 lb up at 9-0-12,51 lb down and 66 lb up
2 = 79(LC 12) 4-20=-90/321 at 10-5-4,and 51 lb down and 66 lb up at 12-5-4,and
Max Uplift 175 lb down and 154 lb up at 14-54 on top chord,
17 = -376(LC 5) NOTES- and 58 lb down at 3-M,18 lb down at 5-0-12,18 lb
2 = -495(LC 4) 1)Unbalanced roof live loads have been considered down at 7-0-12,18 lb down at 9-0-12,18 lb down at
Max Grav for this design. 10-5-4,and 18 lb down at 12-54,and 58 lb down at
17 = 790(LC 1) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) 14-5-4 on bottom chord. The design/selection of such
2 = 926(LC 1) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf; connection device(s)is the responsibility of others.
h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 14)In the LOAD CASE(S)section,loads applied to the
FORCES. (lb) (envelope);Lumber DOL=1.25 plate grip DOL=1.25
3 Provide adequate drainage to prevent water face of the truss are noted as front(F)or back(B).
Max.Comp./Max.Ten.-All forces 250(lb)or less except ) q 9
when shown. ponding.
TOP CHORD 4)All plates are 1.5x4 MT20 unless otherwise LOAD CASE(S)
2-3=-275/124,3-33=-1417/661, indicated. Standard
4-33=-1381/653,4-5=-775/357, 5)Plates checked for a plus or minus 0 degree 1)Dead+Roof Live(balanced):Lumber Increase=1.25
5-7=-775/357,7-9=-775/357, rotation about its center. Plate Increase=1.25
9-11='775/357,11-13=-775/357, 6)Concentrated loads from layout are not present in Uniform Loads(plf.
13-15=-775/357,15-34=-15861771, Load Case(s):#101 1st Moving Load;#201 2nd Vert: m Load 15-17=-70,23-27=-20,4-10=-70,
16-34=-1623/778,16-17=-631/323, Moving Load;#301 3rd Moving Load;#401 4th 1er15=-70
4-44=-885/437,6-44=-851/427, Moving Load;#501 5th Moving Load;#601 6th Concentrated Loads(lb)
6-45=-873/461,8-45=-849/450, Moving Load;#701 7th Moving Load;#801 8th Vert: ntrat F)21=-1(F)18=-1(F)33=-2(F)34=-2(F)
8-10=-788/440,10 46=-762/434, Moving Load;#901 9th Moving Load;#1001 10th 36=-8(F)38=-8(F)39=-8(F)41=-8(F)44=-0(F)
12-46=-789/443,12-47=-850/451, Moving Load;#1101 11th Moving Load;#1201 12th 45=-0(F)46=-0(F)47=-O(F)48=-0(F)
14-47=-874/462,14-48=-852/429, Moving Load;#1301 13th Moving Load;#1401 14th
Moving Load;#1501 15th Moving Load.
6ust flassta>sir terr<Ne itrtlY5S6 SEllR'�F.A[tt(.Eiit.4N5Nk'aSl3i4;'6![t�hU9A,6Y Xi f,s.terfll turrw'snatited d3.att;nts[xjas ES7CPaal Kt 1p tlr emPt C6f r.nteet S9tell.fitt s!.Can;mks<,;e S^.lut:'CJ,¢dE
- 'Wiet scU,flY sihiv kt asdE hilt':&,Stb6!S tt:+a9PeE t se,.levdq lH'st.ta-s:erntrslRP tpeuxfen xttpc.t Nt rohk eetlx3i dr eymsII+!q ru Re.nip+dhetiu';Ht s tparlafie iCCedr net lft L;liete nas;�uagW t u es u»idl:
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aa5i sr,,trap B,Ivd,
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0
Job Truss Truss Type Qty Ply
XCAS6519DS C01 HIP GIRDER 1 Reference A0187980
3 Job o tionai
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:35 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 AN UyElSq-NHvDBJomhpulcHSVtD—QtbMEC_QTSaHzJy6K_ezhyoc
5-0-0 9-7-15 13-5 6 17-0-12 23-1-2
5-0-0 4-7-15 3-9-7 3-7-7
4.00 12 4x4=
2 3 4 5 Dead Load Defl.=1/8 in
4x6 — 6x8=
1 6
1i.411V
I N •r,,y ; y 9S V/ V
4x6 '
3x4
N
-
tttttt------���-���
i
is Ji
.....................................................................`..............._........__JI ......................................................_._�......_........ i
13 16 12 17 11 18 10 ==9 19 8 20 7'
8x8= 4x6=�= 10x14 6x8= 4x8: 8x12
3x4= 6 11 4x6=
3V= 4x6—_ CLUSTER(14)'04S45 SGREwS 2 ROVIS Ca 4'O.G.
CLUSTER(16)WS45 SCREWS 2 ROwS(ID 4-O.C.
3x4= Special
5-0- 1 9-7-15 Sp ciag3-5-6 17-0-12 23-0-9 231-2
5-0-0 4-7-15 3-9-7 3-7-7 5-11-13 0- -9
Plate Offsets(X,Y)— [1:0-2-0,0-2-01,[2:0-5-8,0-2-01,[6:0-5-0,0-0-81,[7:0-2-12,0-5-41,[11:0-7-0,0-6-41,[13:0-4-0,0-5-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.05 11 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.16 10-11 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.02 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.08 11 >999 240 Weight:853 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 11)This truss has been designed for a moving
BOT CHORD 2x8 SP No.2 WEBS concentrated load of 200.01b live located at all mid
WEBS 2x4 SP No.3*Except* 2-12=-4256/1970,2-11=-2743/6093, panels and at all panel points along the Bottom Chord,
W6,W2:2x6 SP No.2 3-11=-289/239,4-11=-1767/3943, nonconcurrent with any other live loads.
W1,W9:2x8 SP No.2 4-10=-141/494,4-8=-4642/2090, 12)Hanger(s)or other connection device(s)shall be
OTHERS 2x6 SP No.2 5-8=-412/848,1-12=-2643/5980, provided sufficient to support concentrated load(s)
BRACING- 6-8=-2116/4843 8950 lb down and 4024 lb up at 9-7-15,and 7037 lb
TOP CHORD down and 3302 lb up at 22-4-0 on bottom chord. The
Structural wood sheathing directly applied or 6-0-0 oc NOTES- design/selection of such connection device(s)is the
purlins, except end verticals. 1)Special connection required to distribute bottom responsibility of others.
BOT CHORD chord loads equally between all plies.
Rigid ceiling directly applied or 10-0-0 oc bracing, 2)3-ply truss to be connected together with 10d
Except: (0.131"xW)nails as follows: LOAD CASE(S)
6-0-0 oc bracing:7-8. Top chords connected as follows:2x4-1 row at 0-9-0 Standard
oc,2x8-2 rows staggered at 0-9-0 oc. 1)Dead+Roof Live(balanced):Lumber Increase=1.25
REACTIONS. (lb/size) Bottom chords connected as follows:2x8-4 rows Plate Increase=1.25
13 = 6139/0-10-0 (min.0-2-7) staggered at 0-4-0 oc. Uniform Loads(plf)
7 = 11855/0-10-0 (min.0-4-11) Webs connected as follows:2x4-1 row at 0-9-0 oc, Vert:1-2=-70,2-5=-70,5-6=-70,7-13=-20
Max Horz 2x6-2 rows staggered at 0-9-0 oc. Concentrated Loads(lb)
13 = -52(LC 9) 3)All loads are considered equally applied to all plies, Vert:11=-8950(B)7=7037(B)
Max Uplift except if noted as front(F)or back(B)face in the
13 = -2725(LC 4) LOAD CASE(S)section.Ply to ply connections have
7 = -5424(LC 5) been provided to distribute only loads noted as(F)or
Max Grav (B),unless otherwise indicated.
13 = 6139(LC 1) 4)Unbalanced roof live loads have been considered
7 = 11855(LC 1) for this design.
5)Wind:ASCE 7-10;Vult=170mph(3-second gust)
FORCES. (lb) Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Max.Comp./Max.Ten.-All forces 250(lb)or less except h=19ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
when shown. (envelope);Lumber DOL=1.25 plate grip DOL=1.25
TOP CHORD 6)Provide adequate drainage to prevent water
1-2=-4021/1809,2-3=-6817/3114, ponding.
3-4=-6817/3114,4-5=-3201/1508, 7)Plates checked for a plus or minus 0 degree
5-6=-342711538,13-15=-6127/2760, rotation about its center. _
1-15=-6127/2760,7-14=-4715/2132, 8)This truss has been designed for a 10.0 psf bottom
6-14=-4717/2132 chord live load nonconcurrent with any other live
BOT CHORD loads.
12-17=-1633/3680,11-17=-1633/3680, 9)'This truss has been designed for a live load of
11-18=-2253/5091,10-18=-2253/5091, 20.Opsf on the bottom chord in all areas where a
9-10=-2253/5091,9-19=-2253/5091, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8-19=-2253/5091 bottom chord and any other members.
WEBS 10)Provide mechanical connection(by others)of truss
2-1 2=-4 2 5 611 9 7 0,2-11=-2743/6093, to bearing plate capable of withstanding 2725 lb uplift
3-11=-289/239,4-11=-1767/3943, at joint 13 and 5424 lb uplift at joint 7.
4-10=-141/494,4-8=-4642/2090,
5-8=412/848,1-12=-2643/5980,
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7
Job Truss Truss Type Qty Ply
XCAS6519DS C12 ROOF SPECIAL 1 1 A0187981
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:35 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-NHvD8JomhpulcH5VtD_QtbM6Q_LzSeVzJy6K_ezhyoc
2-6-0 5-10-12 11-5-11 17-0-11 20-7-12 22-9-6
2-6-0 3-0-11 5-7-D 5-7-0 3-7-1 2-1-10
3x3 11 1.5x4 11 3x4= 3x3 11
3x6= 3x6= Dead Load Defl.=7/16 in
1 2 Tl 3 4 5 6
W2 W2
2
` 4 �
N13 lul
7 €
4 6= 1.5x4 II 17 8 18 63 1.5x4 is 1 o
d
5x8= 3x6 - N
_ ..._— fT
1. x4= 1.5x4 11 1.5x4 11 1.5x4= 16 Iv
15 1
22
-0 11-5-11 20-7-12 22-9-6
2-6-0 8-11-11 9-2-1 2-1-10
Plate Offsets(X,Y)- [7:0-4-0,0-1-8),[8:0-4-0,0-3-0),[9:0-3-0,0-2-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.61 7-8 >440 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -1.12 7-8 >241 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(TL) 0.31 16 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.17 8 >999 240 Weight:135 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 No.3*Except* 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
B2:2xx 4 SP M 30
Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;
WEBS 2x4 SP Na3`Except W1:2x6 SP No.2 h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
BRACING- (envelope)and C-C Comer(3)0-2-12 to 6-8-15,
TOP CHORD Exterior(2)6-8-15 to 22-7-10 zone;C-C for members
Structural wood sheathing directly applied or 3-4-6 oc and forces&MWFRS for reactions shown;Lumber
purlins, except end verticals. DOL=1.25 plate grip DOL=1.25
BOT CHORD 2)Provide adequate drainage to prevent water
Rigid ceiling directly applied or 5-11-1 oc bracing. ponding.
WEBS 3)Plates checked for a plus or minus 0 degree
1 Row at midpt 2-9 5-7 rotation about its center.
4)This truss has been designed for a 10.0 psf bottom
MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live
cross bracing be installed during truss erection,in loads.
accordance with Stabilizer Installation guide. 5)`This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
15 = 1008/0-5-8 (min.0-1-8) bottom chord and any other members.
16 = 1008/Mechanical 6)Refer to girder(s)for truss to truss connections.
Max Uplift 7)Bearing atjoint(s)15 considers parallel to grain
15 = -411(LC 8) value using ANSl/TPI 1 angle to grain formula.
16 = -411(LC 8) Building designer should verify capacity of bearing
Max Grav surface.
15 = 1008(LC 1) 8)Provide mechanical connection(by others)of truss
16 = 1008(LC 1) to bearing plate capable of withstanding 411 Ib uplift at
joint 15 and 411 Ib uplift at joint 16.
FORCES. (lb) 9)This truss has been designed for a moving
Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 200.O1b live located at all mid
when shown. panels and at all panel points along the Bottom Chord,
TOP CHORD nonconcurrent with any other live loads.
9-15=-10081711,2-3=-2579/1706,
3-4=-2579/1706,4-5=-2579/1706,
7-16:1008[711 LOAD CASE(S)
BOT CHORD Standard
9-17=-1402/1850,8-17=-1402/1850,
8-18=-1392/1832,7-18=-1392/1832
WEBS
2-9=4898/1486,2-8=-330/844,
5-8=-341/861,5-7=-1898/1489,
3-8=-371/393
p�3;fle m'x;,;.4K leer f l ii dB5 ymlq'EiNjlt i(D$$r6sa kr ini"'T% F"rH}t.I'm[e'tLb I I'd`nof Rx..�I C19pVP I'a[T.fil iliIifff'F:!L',u iii—i S4fn�4tt lS ili 6I.a 6.-1 t .4
lln;ei:eprJ ;LYrs:tnJte+S�,(ise iC IrDa n:d i aF a a.ip rgis lye ;atialgiq uu s rz;ea osJl6DnReu<t ea>;epazea4arofes,mst biz mq p s1+17W4 ae grdUe iin;lsl ser 9tl+d;�&r li0 t u/etPEl ile ii nsy s-ru m?;batip Rze„m sa7aif1! Ahthony.T.TOin!561U,P.E.-
r6.iedill! 4mnrrt+Id rJle ttE ',!r a`C «t.C.oa sazur nlghern4etsn;3r�er.:hi a!14&J 3e C:trf�I dk Fe;;r! IPi I-Iu fi:e+tl a l atuj t,edit 4 aiu;>�nk +d xi4Av �tk e:yikell t=n Jt 80033 .
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PXC
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s Type Qty ply ,
AS6519DS f Special 1 :��79:8]2
Job Reference o tional
At Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:36 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-rUTbLfoOS70cD RghQwVfPovJXOg8B 1 b6YcsuW5zhyob
2-0-0 9-10-4 11-9-12 13-9 4 20-7-12 22-9-6
2 6-0 7 4 4 1-11-8 1-11 8 6-10-8 2-1-10
4.00 12 4x6=
Dead Load Defl.=3/8 in
3x6= 5x6= 4x4 7:::m 4 4x4= 5x6— 3x4—
1 N 2 5 6 7
I `
5 —83/
6 3M�
22 8x8= 23 14 24 13 12 25 i 4 261.5x� o
3 6= 5x8= 4x4= 5x8= 8 = c�L x6
8 _
— 6 Iq
21 17 1.Sx4 I I 9 27 3x6 1: I�
19 _ 1.5x4 II
3x6=
2 6-0 9-10-4 13-9-4 20-7-12 22-9-6
2 6-0 7-4-4 3-11-0 6-10-8 2 1 10
Plate Offsets(X,Y)— [2.0-3-0,0-2-41,[3.0-2-4,0-2-121 [5:0-2-0 0-2-12) [6:0-3-0 0-2-4] [11:0-3-8 0-2-8) [12:0-4-0 0-2-4) f14:0-4-0 0-2-4) [15.0-3-8 0-2-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.22 12-14 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.61 12-14 >442 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.42 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.30 12-14 >887 240 Weight:139 Ib FT=0
LUMBER-
TOP CHORD 2x4 SP M 30*Except*
T2:2x4 SP No.2 BOT CHORD
BOT CHORD 2x4 SP No.2*Except* 2-15=-910f783,15-23=-1011/1475, LOAD CASE(S)
B3:2x4 SP No.3 14-23=-1011/1475,14-24=-1609/2433, Standard
WEBS 2x4 SP No.3`Except' 13-24=-1609/2433,12-13=-1609/2433,
W1:2x6 SP No.2 12-25=-850/1304,11-25=-850/1304,
BRACING- 6-11=-931 f157
TOP CHORD WEBS
Structural wood sheathing directly applied or 2-11-6 oc 1-15=-1101/1633,2-14=-1254/1934,
pudins, except end verticals. 3-14=-1439/1094,4-14=-1000/1478,
BOT CHORD 4-12=-894/1326,5-12=-1381/1043,
Rigid ceiling directly applied or4-5-10 oc bracing. 6-12=-1325/2016,7-11=1010/1544
WEBS
1 Row at midpt 2-14,6-12 NOTES-
MiTek recommends that Stabilizers and required 1)Unbalanced roof live loads have been considered
cross bracing be installed during truss erection,in for this design.
accordance with Stabilizer Installation guide. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
REACTIONS. (lb/size) h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
8 = 1008/Mechanical (envelope)and C-C Exterior(2)0-2-12 to 3-6-6,
19 = 100810-5-8 (min.0-1-8) Interior(1)3-6-6 to 11-9-12,Exterior(2)11-9-12 to
Max Harz 13-9-4 zone;cantilever left and right exposed;C-C for
19 = 15(LC 12) members and forces&MWFRS for reactions shown;
Max Uplift Lumber DOL=1.25 plate grip DOL=1.25
8 = -407(LC 9) 3)Provide adequate drainage to prevent water
19 = -415(LC 8) ponding.
Max Grav 4)Plates checked for a plus or minus 0 degree
8 = 1008(LC 1) rotation about its center.
19 = 1008(LC 1) 5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live
FORCES. (lb) loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 6)'This truss has been designed for a live load of
when shown. 20.Opsf on the bottom chord in all areas where a
TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the
18-19=-1008/698,16-18=-976/690, bottom chord and any other members.
1-16=-974/648,1-2=-1316/885, 7)Refer to girder(s)for truss to truss connections.
2-20=-3363/2216,3-20=-3363/2216, 8)Bearing at joint(s)19 considers parallel to grain
3-4=-3611/2413,4-5=-3503/2326, value using ANSIfTPI 1 angle to grain formula.
5-6=-3265/2140,6-7=-1162/757, Building designer should verify capacity of bearing
8-10=-986/659,7-10=-989/624 surface.
BOT CHORD 9)Provide mechanical connection(by others)of truss
2-15=-910/783,15-23=-1011/1475, to bearing plate capable of withstanding 407 lb uplift at
14-23=-101 1/1475,14-24=-1609/2433, joint 8 and 415 lb uplift at joint 19.
13-24=-1609/2433,12-13=-1609/2433, 10)This truss has been designed for a moving
12-25=-850/1304,11-25=-850/1304, concentrated load of 200.01b live located at all mid
6-11=-931/757 panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
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(apyriga tL 2316 A�1 Raoflieisrs-Aaihc¢y 1.limbo III,P,E i-prndutl�enoi lhii datomerf,In oD}f:f,as pra5brtrd.aheettfie annex p'gmissss caomA-1 fool hu'ss3:Anlhc:vl:TeeSe tl(;P,G
r
Job Truss Truss Type Qty Ply
XCAS6519DS C14 Roof Special 1 1 A0187983
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:36 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-rUTbLfoOS7OcDRghQwVfPovEOOh2B336YcsuW5zhyob
7-10-4 11-9-12 15-9-4 22-9-6
7-10-4 3-11-8 3-11 8 7-0-2
4.00 F12 4x6=
Dead Load Defl.=1/4 in
• 3
3x8= 4x4- 4x4 z� 4x4=
1 13 144 5
12 15
W2 4 W5 fi
% W3 �h
ci
m
i
Q iO
3 6= 16 9 17 8 7 18 3x6
11 3x8= 3x4= 1
3x8=
7-10-4 15-9-4 22-9-6
7-10-4 7-11-0 7-0-2
Plate Offsets(X Y)— 11:0-3-12 0-1-81 [2:0-2-4 0-3-01 [4:0-2-4,0-3-01,[5:0-1-8 0-1-121,[7:0-2-0,0-1-81,[8:0-1-12,0-1-81,[9:0-2-12,0-1-81,[10:0-3-0,0-1-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.30 7-9 >895 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(TL) -0.56 7-9 >484 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.05 6 n/a n/a
BCDL 10.0 Code FBC2014lfP12007 Matrix-MS Wind(LL) 0.13 7-9 >999 240 Weight:129lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2*Except*
T1:2x4 SP M 30 WEBS
BOT CHORD 2x4 SP No.2 1-9=-1144/1770,2-9=-1012/844,
WEBS 2x4 SP No.3*Except* 3-9=-456/739,3-7=-354/607,
W1:2x6 SP No.2 4-7=-958/798,5-7=-1121/1727
BRACING-
TOP CHORD NOTES-
Structural wood sheathing directly applied, except end 1)Unbalanced roof live loads have been considered
verticals. for this design.
BOT CHORD 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Rigid ceiling directly applied or 6-1-3 cc bracing. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
WEBS h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
1 Row at midpt 1-9,5-7 (envelope)and C-C Exterior(2)0-2-12 to 3-6-6,
MiTek recommends that Stabilizers and required Interior(1)3-6-6 to 11-9-12,Exterior(2)11-9-12 to
cross bracing be installed during truss erection,in 15-1-6,Interior(1)15-9-4 to 22-7-10 zone;cantilever
accordance with Stabilizer Installation guide. left and right exposed;C-C for members and forces 8t
MWFRS for reactions shown;Lumber DOL=1.25 plate
REACTIONS. (lb/size) grip DOL=1.25
6 = 1008/Mechanical 3)Provide adequate drainage to prevent water
11 = 1008/0-5-8 (min.0-1-8) ponding.
Max Horz 4)Plates checked for a plus or minus 0 degree
11 = 30(LC 12) rotation about its center.
Max Uplift 5)This truss has been designed for a 10.0 psf bottom
6 = -410(LC 9) chord live load nonconcurrent with any other live
11 = 418(LC 8) loads.
Max Grav 6)'This truss has been designed for a live load of
6 = 1008(LC 1) 20.Opsf on the bottom chord in all areas where a
11 = 1008(LC 1) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
FORCES. (lb) 7)Refer to girder(s)for truss to truss connections.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 8)Bearing at joint(s)11 considers parallel to grain
when shown. value using ANSI/TPI 1 angle to grain formula.
TOP CHORD Building designer should verify capacity of bearing
10-11=-1008/701,1-10=-938/729, surface.
1-12=-1742/1146,2-12=-1742/1146, 9)Provide mechanical connection(by others)of truss
2-13=-1938/1315,3-13=-1924/1326, to bearing plate capable of withstanding 410 lb uplift at
3-14=-1778/1239,4-14=-1828/1228, joint 6 and 418 lb uplift atjoint 11.
4-15=-1641/1077,5-15=-1641/1077, 10)This truss has been designed for a moving
5-6=-947/725 concentrated load of 200.01b live located at all mid
BOT CHORD panels and at all panel points along the Bottom Chord,
9-17=-903/1301,8-17=-903/1301, nonconcurrent with any other live loads.
7-8=-903/1301
WEBS
1-9=-1144/1770,2-9=-1012/844, LOAD CASE(S)
3-9=-456/739,3-7=-354/607, Standard
4-7=-958/798,5-7=-1121/1727
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Jab Truss Truss Type Qty ply ,
XCAS6519DS C15 COMMON 4 1 LbReference(optional) AW 984
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:37 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-Jg 1 zZL_pODR8TrbFt_e0uy0RTsn_JwXUGmGbR2Xzhyoa
7-2-12 11-10-0 16-5-4 23-8-0
7-2-12 4-7 4 4-7-4 7-2-12
5x6=
Dead Load Defl._]/8 in
4.00 12 4
1.5x4\\ 1.5x4
3 5
2324 2526 4x4
4x6- 6
2 4x4
1
7
27 28 2930 10 31 9 8 3233 34
r
3x4= 3x4= 355
5x6 II x6 II
3x4=
8-10-3 14-9-13 23-8-0
8-10-3 5-11-10 8-10-3
Plate Offsets(X,Y)— (1:Edge,0-0-01,(7:0-3-0 0-8-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.19 10-15 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.36 10-15 >780 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.60 Horz(TL) -0.09 7 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.31 10-15 >907 240 Weight:113 lb FT=0
LUMBER-
TOP CHORD 2x4 SP M 31
BOT CHORD 2x4 SP No.2 WEBS
WEBS 2x4 SP No.3 4-8=-1064/513,5-8=344/593,
SLIDER 4-10=-1083/520,3-10=-341/585
Left 2x6 SP No.2 3-0-0,
Right 2x6 SP No.2 4-2-14 NOTES-
BRACING- 1)Unbalanced roof live loads have been considered
TOP CHORD for this design.
Structural wood sheathing directly applied or 54-3 oc 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
puriins. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
BOT CHORD h=14ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
Rigid ceiling directly applied or 2-2-0 oc bracing. (envelope)and C-C Comer(3)0-0-0 to 5-8-8,
MiTek recommends that Stabilizers and required Exterior(2)5-8-8 to 11-10-0,Corner(3)11-10-0 to
cross bracing be installed during truss erection,in 17-6-8 zone;porch left and right exposed;C-C for
accordance with Stabilizer Installation guide. members and forces&MWFRS for reactions shown;
Lumber DOL=1.25 plate grip DOL=125
REACTIONS. (lb/size) 3)Plates checked for a plus or minus 0 degree
1 = 1065/0-8-0 (min.0-1-8) rotation about its center.
7 = 1065/0-8-0 (min.0-1-8) 4)This truss has been designed for a 10.0 psf bottom
Max Horz chord live load nonconcurrent with any other live
1 = -81(LC 13) loads.
Max Uplift 5)'This truss has been designed for a live load of
1 = -827(LC 8) 20.Opsf on the bottom chord in all areas where a
7 = -827(LC 9) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Grav bottom chord and any other members.
1 = 1065(LC 1) 6)Provide mechanical connection(by others)of truss
7 = 1065(LC 1) to bearing plate capable of withstanding 827 lb uplift at
joint 1 and 827 lb uplift at joint 7.
FORCES. (lb) 7)This truss has been designed for a moving
Max.Comp./Max.Ten.-All forces 250(lb)or less except concentrated load of 200.0Ib live located at all mid
when shown. panels and at all panel points along the Bottom Chord,
TOP CHORD nonconcurrent with any other live loads.
1-2=-764/1436,2-23=-1977/3606,
23-24=-1909/3609,3-24=-1900/3614,3-4=-1 806/3518,4-5=-1 803/3505, LOAD CASE(S)
5-25=-1898/3603,25-26=-1907/3598, Standard
6-26=-1924/3595,6-7=-2006/3586
BOT CHORD
1-27=-3226/1826,1-28=-3226/1826, =
28-29=-3226/1826,29-30=-3226/1826,
10-30=-3226/1826,10-31=-2333/1391,
9-31=-2333/1391,8-9=-2333/1391,
8-32=-3224/1825,32-33=-3224/1825,
33-34=-3224/1825,7-34=-3224/1825,
7-35=-3224/1825
WEBS
4-8=-1064/513,5-8=-344/593,
ve-iy-fl tCerreillrreierRe l'I107CS<3 Y J,a�i3At L'1456,]Sp tlitSU:f?CYf-U`3-:ueCa:(Deu k7'-ixn'fi:ai ksprxi.grid rKl sn?3sL tiie4 Der-r;i(r,eMflelR rl Lsea LLtT lh;eu.fleULeine _C.1as C:ndse.rd:Inde lEO,rrli
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RJ fRpiJ R SYrI�.rD i<re m nriieRai e* s r r rr n i a r �.taE rn cialisrry - P.nthcny.t.Tomtio III,P.E:
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Forf:Perce,FL 34490
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Job Truss Truss Type QtY PIY
A0187985
XCAS6519DS C16 GABLE 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:38 2017 Page 1
ID:91ftG-OBvLYIHkWNQ51ANUyEl5q-nsbLmKgezkGKTlg4YLY7VD fOBNKfxLP?wL_azzhyoZ
3-0-0 11-10-0 20-8-0 23-8-0
3-0-0 8-10-0 8-10-0 3-0-0
4x4= Dead Load Defl.=3/16 in
4.00 F12 12 14 16
10 18
20
7x10 6 T T2 22 700 zzz
4 T 24
2 x = x = x = 2 26 5
5
7x8
1 27 m
� I�
m
36 33 3738 39 32 40 41 42 31 43 44 45 30 46 4748 29 49
34t 28
7x8 5x6= 4x8= 5x6= 48= 5x6=
3-0-0 11-10-0 20-8-0 23-8-0
33 0-0 8-10-0 8-10-0 3-0-0
Plate Offsets(X,Y)- [2:0-3-8,Edge],[13:0-4-0,0-2-8],[26:0-3-8,0-0-0],[27:0-3-12,0-2-8],[28:0-2-10,0-0-14],[29:0-3-0,0-2-0],[31:0-3-0,0-3-0],[33:0-3-0,0-2-0],[34:0-3-12
0-2-81 [34:0-2-10 0-0-141
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.08 31 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(TL) -0.24 30-31 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(TL) -0.06 34 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Wind(LL) 0.23 32-33 >999 240 Weight:164 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 3) Truss designed for wind loads in the plane of the
BOT CHORD 2x4 SP No.2 TOP CHORD truss only. For studs exposed to wind(normal to the
WEBS 2x4 SP No.3`Except' 2-4=-1773/1495,4-6=-1728/1496, face),see Standard Industry Gable End Details as
WI:2x6 SP No.2 6-8=-1710/1513,8-10=-1732/1556, applicable,or consult qualified building designer as
OTHERS 2x4 SP No.3 10-1 2=-1 719/1577,12-14=-1702/1589, per ANSI/TPI 1.
BRACING- 26-35=-2181/1986,27-35=-2230/1999, 4)Provide adequate drainage to prevent water
TOP CHORD 2-3=-696/731,3-5=-696/731, ponding.
Structural wood sheathing directly applied or 3-8-1 oc 5-7=-696/731,7-9=-696/731, 5)All plates are 1.5x4 MT20 unless otherwise
purlins. 9-11=-6961731,11-13=-696f731, indicated.
BOT CHORD 13-15=-588/626,15-17=-588/626, 6)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 3-11-1 oc bracing. 17-19=-588/626,19-21=-588/626, rotation about its center.
JOINTS 21-23=-588/626,23-25=-588/626, 7)Truss to be fully sheathed from one face or securely
1 Brace at Jt(s):11,7,17,23 25-26=-588/626,14-16=-1702/1595, braced against lateral movement(i.e.diagonal web).
MiTek recommends that Stabilizers and required 16-18=-1719/1587,18-20=-1732/1570, 8)Gable studs spaced at 1-4-0 oc.
cross bracing be installed during truss erection,in 20-22=-1710/1543,22-24=-1728/1530, 9)Concentrated loads from layout are not present in
accordance with Stabilizer Installation uid( 24-26=-1773/1535,1-50=-2230/2111, Load Case(s):#101 1st Moving Load;#201 2nd
2-50=-2182/2103 Moving Load;#301 3rd Moving Load;9401 4th
REACTIONS. (lb/size) BOT CHORD Moving Load;#501 5th Moving Load;#601 6th
34 = 1079/0-8-0 (min.0-1-8) 33-37=-2034/2177,37-38=-2034/2177, Moving Load;#701 7th Moving Load;#801 8th
28 = 1079/0-8-0 (min.0-1-8) 38-39=-2034/2177,32-39=-2034/2177, Moving Load;#901 9th Moving Load;#1001 10th
Max Horz 32-40=-999/1241,40-41=-999/1241, Moving Load;#1101 11th Moving Load;#1201 12th
28 = -88(LC 9) 41-42=-999/1241,31-42=-999/1241, Moving Load;#1301 13th Moving Load.
Max Uplift 31-43=-999/1241,43-44=-999/1241, 10)This truss has been designed for a 10.0 psf
34 = -1021(LC 4) 44-45=-999/1241,30-45=-999/1241, bottom chord live load nonconcurrent with any other
28 = -953(LC 4) 30-46=-186812177,46-47=-1868/2177, live loads.
Max Grav 47-48=-1868/2177,29-48=-1868/2177 11)`This truss has been designed for a live load of
34 = 1079(LC 1) WEBS 20.Opsf on the bottom chord in all areas where a
13-14=-850/861,7-32=-247/262,
28 = 1079(LC 1) 13-31=-142/271,21-30=-227/262, rectangle tall by other wide will fit between the
26-29=-261/148,2-32=-267/198, bottom chordord and any other members.
FORCES. (lb) 12)Provide mechanical connection(by others)of truss
Max.Comp./Max.Ten.-All forces 250(lb)or less except 13-32=-1087/1050,13-30=-912/1023, to bearing plate capable of withstanding 1021 lb uplift
when shown. 2-33=-261/164,1-34=-10461977, at joint 34 and 953 lb uplift at joint 28.
TOP CHORD 27-28=-1046/910,1-33=-2021/2143, 13)This truss has been designed for a moving
2-4=-1773/1495,4-6=-1728/1496, 27-29=-1918/2143 concentrated load of 200.01b live located at all mid
6-8=-1710/1513,8-10=-1732/1556, panels and at all panel points along the Bottom Chord,
10-12=-1719/1577,12-14=-1702/1589, NOTES- nonconcurrent with any other live loads.
26-35=-2181/1986,27-35=-2230/1999, 1)Unbalanced roof live loads have been considered 14)Graphical purlin representation does not depict the
2-3=-696f731,3-5=-696f731, for this design. size or the orientation of the purlin along the top and/or
5-7=-696/731,7-9=-696f731, 2)Wind:ASCE 7-10;Vult=170mph(3-second gust) bottom chord.
9-11=-696/731,11-13=-696/731, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf-,
13-15=-588/626,15-17=-588/626, h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
17-19=-588/626,19-21=-588/626, (envelope);porch left exposed;Lumber DOL=1.25
21-23=-588/626,23-25=-588/626, plate grip DOL=1.25
25-26=-5881626,14-16=-1702/1595,
16-18=-1719/1587,18-20=-1732/1570,
Continued on page 2
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Job Truss Truss Type Qty Ply
XCAS6519DS Tu GABLE 1 1 A0187985
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:38 2017 Page 2
ID:91 ftG_OBvLYIHkW NQ51 AN UyE15q-nsbLmKgezkGKT1g4YLY7VD_fOBN KfxLP?wL_azzhyoZ
NOTES-
15)Hanger(s)or other connection device(s)shall be
provided sufficient to support concentrated load(s)186
lb down and 155 lb up at 3-0-0,and 186 lb down and
155 Ib up at 20-7-4 on top chord,and 118 lb down and
128 lb up at 3-0-0,18 lb down and 53 lb up at 5-0-12,
18 lb down and 53 lb up at 7-0-12,18 lb down and 53 lb -
up at 9-0-12,18 lb down and 53 lb up at 11-0-12,18 lb -
down and 53 lb up at 12-7-4,18 lb down and 53 lb up at
14-7-4,18 lb down and 53 lb up at 16-7-4,and 18 lb
down and 53 lb up at 18-7-4,and 118 lb down and 128
lb up at 20-7-4 on bottom chord. The designtselection -
of such connection device(s)is the responsibility of
others.
16)In the LOAD CASE(S)section,loads applied to the
face of the truss are noted as front(F)or back(B).
LOAD CASE(S)
Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads(plf)
Vert:2-14=-70,26-27=-70,28-34=-20,14-26=-70,
1-2=-70
Concentrated Loads(lb)
Vert:29=-1(8)33=-1(B)35=-2(B)37=-8(B)39=-8(B)
40=-8(B)42=-8(B)43=-8(B)45=-8(B)46=-8(B)
48=-8(B)50=-2(B)
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80083
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� Fort:.Pier.e'fL��3494b
Ceppighi97616Adipiimssas l�ihnyL7.meil(,V.F:Rea�oaioedihisdoamantjn5nptgrm,ispiohi6iiedwnhnutihe}nmenpemislicehoei9:liiotGpss;s=ArthppyiT_ccoll[PP:
Job Truss Truss Type Qty Ply
' A0187986
XCAS6519DS CA CORNER JACK 24 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:39 2017 Page 1
ID:91ftG—OBvLYIHkWNQ51ANUyEI5q-F28k_grHk2OB4vPG633M1 RXsgbsGOaLZEa4Y7PzhyoY
-1-4-0 0-11-11
1-4-0 0-11-11
4.00 12 3
2
1.5x4 II T1
CT
1
• B'1
0
Q, Qo
5 4
4x8 11
0-0- -1 1111
1 -11
Plate Offsets(X Y)— f2:0-0-9 0-1-121 (5:0-0-0 0-1-12j
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) 0.00 5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MR Wind(LL) -0.00 5 >999 240 Weight:7Ib FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4) This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING-
TOP CHORD 5)Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 0-11-11 oc 6)Provide mechanical connection(by others)of truss
pudins, except end verticals. to bearing plate capable of withstanding 209 lb uplift at
BOT CHORD joint 5,19 lb uplift at joint 4 and 38 lb uplift at joint 3.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 234/0-8-0 (min.0-1-8)
4 = -19/Mechanical
3 = -38/Mechanical
Max Horz
5 = 58(LC 8)
Max Uplift
5 = -209(LC 8)
4 = -19(LC 1)
3 = -38(LC 1)
Max Grav
5 = 234(LC 1)
4 = 22(LC 8)
3 = 45(LC 8)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5 99/622
NOTES-
1)Wind:ASCE 7-10;Vult=l7Omph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=1811;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)zone;C-C for members
and forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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Job Truss Truss Type Qty ply
XCAS6519DS CJ1C CORNER JACK 2 1 A0187987
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:39 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-F28k_grHk2OB4vPG633M1 RXuQbtxOaLZEa4Y7PzhyoY
-1_4 0 1-3-11
1-4-0 1-3-11
4.00 12 3
2
1.Sx4 II T
1
B1
5 4
3x6 II
1-3-11
1-3-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.00 5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) -0.00 5 >999 240 Weight:8 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2 y WEBS 2x4 SP No.3 chord live load nonconcurrent with an other live
OTHERS 2x4 SP No.3 loads.
BRACING- 4)`This truss has been designed for a live load of
TOP CHORD 20.Opsf on the bottom chord in all areas where a
Structural wood sheathing directly applied or 1-3-11 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
purlins, except end verticals. bottom chord and any other members.
BOT CHORD 5)Refer to girder(s)for truss to truss connections.
Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 203 lb uplift at
MiTek recommends that Stabilizers and required joint 5,8 lb uplift at joint 4 and 11 lb uplift at joint 3.
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
LOAD CASE(S)
REACTIONS. (lb/size) Standard
5 = 222/0-8-0 (min.0-1-8)
4 = -8/Mechanical
4 = -8/Mechanical
3 = -7/Mechanical
Max Horz
5 = 69(LC 8)
Max Uplift
5 = -203(LC 8)
4 = -8(LC 1)
4 = -8(LC 1)
3 = -11(LC 12)
Max Grav
5 = 222(LC 1)
4 = 19(LC 8)
3 = 16(LC 8)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-191/369
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)zone;cantilever left and
right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.25 plate grip
DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
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Fert�Pier-e;FL�34446
teppighr:(D�GI6¢d NeoiLcsszs-Acih�nyT I e ill,P.f;Rspaodmt:x 61 this datuc�¢nr;idonp imm,ts plohilgtl,MBhnuithe%nine ptimis%ianGam 51 pm}Lusts;Arihonyt T-c4d II(A.E:
Job Truss Truss Type Qty Ply
A0187988
XCAS6519DS CAR CORNER JACK 2 1
Job Reference o tional
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8,020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:39 2017 Page 1
I D:91 ftG_OBvLYIH kWNQ51 ANUyE]5q-F28k_grHk2OB4vPG633M1 RXrZbtLOaLZEa4Y7PzhyoY
1-4-0 0-11-11
tr 4-0 O) 11-1
4.00 12 2 3
• 1.5x4 II 4x4 II
1
2x4=
v
W1
4
5 3x6=
0-11-11
0-11 111
Plate Offsets(X Y)— [2:0-2-0 0-1-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.64 Vert(LL) -0.00 5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 4 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Cade FBC2014/TPI2007 Matrix-MR Wind(LL) 0.01 4 >999 240 Weight:15 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 4) This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING- 5)Refer to girder(s)for truss to truss connections.
TOP CHORD 6)Bearing at joint(s)5 considers parallel to grain value
Structural wood sheathing directly applied or 0-11-11 oc using ANSI/TPI 1 angle to grain formula. Building
purlins, except end verticals. designer should verify capacity of bearing surface.
BOT CHORD 7)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 59 lb uplift at
MiTek recommends that Stabilizers and required joint 3 and 163 lb uplift at joint 5.
cross bracing be installed during truss erection,in 8)Non Standard bearing condition. Review required.
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size) LOAD CASE(S)
3 = -27/Mechanical Standard
5 = 203/0-3-2 (min.0-1-8)
Max Horz
3 = 92(LC 9)
5 = -69(LC 10)
Max Uplift
3 = -59(LC 10)
5 = -163(LC 8)
Max Grav
3 = 71(LC 9)
5 = 203(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-311/581,2-3=-217/329
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)zone;end vertical left
exposed;C-C for members and forces&MWFRS for
! reactions shown;Lumber DOL=1.25 plate grip
DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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(epnigh1�1016 A•I,R.alilnsszs-Aathn�y i,7,mScil('P.F,Rtyodotliae�I)hrsdammem;nnny hrm,ispio6�iied«tlhom thepiilfenpnreistianhcmAli�at[msizC,At'll yf Nehb III,P.I
Job Truss Truss Type Qty Ply
XCAS6519DS CJ3 CORNER JACK 6 1 LbA0187989
Reference optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:40 2017 Page 1
ID:91ftG—OBvLYIHkWNQ51ANUyEl5q-kFi6BOrvVMW2i2 Sfmabae3Ot?Ca71biTEg5fszhyoX
1 4-0 2-11-11
1-4-0 2-11-11
3
4.00 12
2 T1 rL
1.5,x4 II c?
, 1
B1
�. 4
5
4x6 II
I 2-11-11
2-11-11
Plate Offsets(X,Y)— [2:0-0-9,0-1-12],[5:0-0-0 0-1-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.00 4-5 >999 360 MT20 244/196
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.00 5 "" 240 Weight:13 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 BRACING-
bottom chord and any other members.
TOP CHORD 5)Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 2-11-11 oc 6)Provide mechanical connection(by others)of truss
purlins, except end verticals. to bearing plate capable of withstanding 67 lb uplift at
BOT CHORD joint 3 and 166 lb uplift at joint 5.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 69/Mechanical
5 = 256/0-8-0 (min.0-1-8)
4 = 28/1VIechanical
Max Horz
5 = 92(LC 8)
Max Uplift
3 = -67(LC 12)
5 = -166(LC 8)
Max Grav
3 = 69(LC 1)
5 = 256(LC 1)
4 = 55(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-228/599
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf;
h=11ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)zone;C-C for members
and forces 8 MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10,0 psf bottom
chord live load nonconcurrent with any other live loads.
en.ul Fls<n rc:Sdrrria nr IIlU 11RS3 k_Ti;tc3u itGif 6,1'C 11„4f,7SFCiIj UP3`t d'Sual(LaL[lt'Lva lntlrk-jet .srrsrdred ee�s 4sinssies}r7 ynlr;ekd 4smgl:Trza�lA:[ G4sea.SksrEeiaen�G.1;u C2m�u cadwee lCO,erlr
u(iiaxeupmsixllknrl4sr+eGOakrd(a Inno,azFij xt-sjwrlyGj, nssir(wlrb;rgrrumnscgtaeanranrerjrtql igr.srourtaQ�3zlm7eeiSenork7 srJxlcen:too Ir entfll.T,'in�r x�re;IxGei 61ers.salill4¢ Arithcn.T.TiirnboiIt P:E:
oe:i�an � �Itit3 i n at L'rdmsc fsC :' m �l;z iarEayr a �r,mn.(A ldn @;nrli(NsseS el:tr;r� nrj rre tt,��nrmn In/A?! �I t,r;smargk.>;.An j usm u er,! ;;d[ten r �I�d' y .80083
n1;"t rtws an as Gelidsr lA rst s dan.lA iPz isusule lwrd sdneW,4 rbeM rcSfinlfi ln.IlSpid53ellt l* SSA ciiel� (4sryi7dptass.lHles4xs niresjrukS�es eslfe6isinls0•s-su;,irssCe.,p :ieereel lrtsstul an s,rekss � -
� enents_r FredYresnngfignpp?wj&rg ll it qn sliniM;dNrrot OEs w,[rgoariil'�I neRrl ep Aei(tri,7rrLnss Srsls Gia±axrg9allnt.dll iprAolid xx;nnsE�edxrfl,l - 51 St LUde @(Vd,
� - Fort Pier_e,FL 34940
- Cep�iiyht�7p1G Al i.ni(mssec-kihpnyl T.m§s iil P.E;Repi"odudioLd 16i5 do[wneoCin Bup fnim,is pro6Eiltd.wilhoul lfie drinenptimissiea lmei Ad G,:at(rUSixs:,A5i6ony'Cj�o11L AP;
Job Truss Truss Type Qty PIY
A0187990
XCAS6519DS CJ3C CORNER JACK 2 1
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:40 2017 Page 1
I D:91 ftG—OBvLYIHkWNQ51 ANUyEl5q-kFi6BOrvVM W2i2—Sfmabae34l?Cb716iTEg5fszhyoX
3-4-0
2-8-11 ,3-0-03-3-11„
1-40 2-8-11
0-0-5
1.5x4 II 4
4.00 F12 3
9
T1 0
2 N
• W2
1.5x4 II
1
131 Li
0' S
p• 6
& A 1.5x4 II
7
3x6 II 3-0-0 1
3 4-0,
3-0-0 0-4-0
Plate Offsets(X Y)— [7"0-3-12 0-1-8)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.01 5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.02 5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.02 5 >999 240 Weight:16lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)•This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20-Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING- 5)Refer to girder(s)for truss to truss connections.
TOP CHORD 6 Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 3-3-11 oc to bearing plate capable of withstanding 72 lb uplift at
purlins, except end verticals. joint 4 and 193 lb uplift at joint 7.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
4 = 117/Mechanical
7 = 269/0-8-0 (min.0-1-8)
Max Horz
7 = 110(LC 8)
Max Uplift
4 = -72(LC 12)
7 = -193(LC 8)
Max Grav
4 = 117(LC 1)
7 = 269(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-7=-246/414
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)-1-4-0 to 1-11-10,
Interior(1)1-11-10 to 3-3-4 zone;cantilever left and right
exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.25 plate grip
DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center-
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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Job Truss Truss Type Qty Ply
XCAS6519DS CJ5 CORNER JACK 2 1 A0187991
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:41 2017 Page 1
ID:91ftG_OBvLYIHkW NQ51 AN UyEl5q-CRG UPMsXGfevKCZfDU5g6sc5MP VxsUrrhuZfBlzhyoW
1-4-0 4-11-11
1�-0 4-11-11
3
4.00 F12
7
v •
1
m
N
2 •
1.5x4 II
1
81
6 4
5
4x8 11
4-11-11
4-11-11
Plate Offsets(X,Y)- [5:0-4-9,0-2-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.03 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.07 4-5 >780 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 3 n/a n/a
BCDL 10.0 Code FBC2014/fP12007 Matrix-MR Wind(LL) 0.00 5 "" 240 Weight:20 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)•This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING- 5)Refer to girder(s)for truss to truss connections.
TOP CHORD 6)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied, except end to bearing plate capable of withstanding 122 lb uplift at
verticals. joint 3 and 191 lb uplift at joint 5.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 146/Mechanical
5 = 338/0-8-0 (min.0-1-8)
4 = 47/Mechanical
Max Horz
5 = 130(LC 8)
Max Uplift
3 = -122(LC 12)
5 = -191(LC 8)
Max Grav
3 = 146(LC 1)
5 = 338(LC 1)
4 = 94(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-292I726
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=12ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)-1-4-0 to 3-3-11,
Exterior(2)3-3-11 to 4-10-15 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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Job Truss Truss Type Qty Ply
XCAS6519DS CJSC CORNER JACK 2 TJ.b
A0187992
ference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@alt(uss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:41 2017 Page 1
ID:g 1 ftG_OBvLYIHkW NQ51 ANUyEl5q-CRGUPMsXGfevKCZfDU5g6sc7tPTgsU IrhuZfBlzhyoW
-1-4-0 3-4-0 4-0-0 5-3-11
1-4-0 3-4-0 0-8-0 ' 1-3-11
5
Dead Load Defl.=1/8 in
4.00 12
4
4
16
3 1 x = 2x4=
N
• 1.Sx4 I I 2 W1 v
1
ri 6 8 7
n g
1.5x4 II
4x4 II
0-11-1 , 3-0-0 4-0-0
0-11-1 2-0-15 �
Plate Offsets(X Y)- [2:0-1-12 0-3-9] [4:0-4-12 0-1-8] "
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.06 7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.18 7 >348 240
BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.11 6 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.20 7 >313 240 Weight:24 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)`This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
SLIDER 5)Refer to girder(s)for truss to truss connections.
Left 2x4 SP No.3 0-11-15 6)Provide mechanical connection(by others)of truss
BRACING- to bearing plate capable of withstanding 130 lb uplift at
TOP CHORD joint 5 and 218 lb uplift at joint 2.
Structural wood sheathing directly applied or 5-1-0 oc
purlins.
BOT CHORD LOAD CASE(S)
Rigid ceiling directly applied or 6-M oc bracing. Standard
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
5 = 182/Mechanical
2 = 368/0-8-0 (min.0-1-8)
6 = 23/Mechanical
Max Horz
2 = 149(LC 8)
Max Uplift
5 = -130(LC 12)
2 = -218(LC 8)
Max Grav
5 = 182(LC 1)
2 = 368(LC 1)
6 = 47(LC 3)
FORCES. (lb)
Max.Camp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)-1-4-0 to 1-11-10,
Interior(1)1-11-10 to 5-2-15 zone;cantilever left and
right exposed;C-C for members and forces 8r MWFRS
for reactions shown;Lumber DOL=1.25 plate grip
D OL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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Job Truss Truss Type Qty Ply
XCAS6519DS D01 COMMON 1 1 A0187993
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:42 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 AN UyEl5q-gdgscit9l zmlxM8mBc3f39KTohFbtk?wYJCjkzhyoV
5-3-10 9-10-0 14 4-7 20-4-0
5-3-10 4-6-6 4-6-7 5-11-9
4x4 II
Dead Load Dell.=1/4 in
4.00 12 4
1 1.5x4 1.5x4
173 5 18
0
�l 4x6;
a 2
3x4
zzz-
6
HW1� 7
o }
i o. _._ _..... t6
19 8 20 21
4x10 11 5x8= 4x6 11
9-10-0 204-0
9-10-0 10-6-0
Plate Offsets(X,Y)— [1:0-3-8,Edge],[4:0-2-12,0-2-0),[7:0-3-13,0-1-51,[8:0-4-0,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.41 8-15 >601 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.70 8-15 >349 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.05 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.15 8-15 >999 240 Weight:89 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30 NOTES-
BOT CHORD 2x4 SP No.2 1)Unbalanced roof live loads have been considered
WEBS 2x4 SP No.3 for this design.
SLIDER 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Left 2x6 SP No.2 2-0-0, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Right 2x4 SP No.3 1-6-0 h=13ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
BRACING- (envelope)and C-C Comer(3)0-0-0 to 5-1-5,
TOP CHORD Exterior(2)5-1-5 to 9-10-0,Comer(3)9-10-0 to
Structural wood sheathing directly applied or 5-1-8 oc 14-11-7 zone;C-C for members and forces&MWFRS
purlins. for reactions shown;Lumber DOL=1.25 plate grip
BOT CHORD DOL=1.25
Rigid ceiling directly applied or 4-1-4 oc bracing. 3)Plates checked for a plus or minus 0 degree
MiTek recommends that Stabilizers and required rotation about its center.
cross bracingbe installed durin truss erection in
� 4)This truss has been designed fora 10.0 psf bottom
accordance with Stabilizer Installation nijide. chord live load nonconcurrent with any other live
loads.
REACTIONS. (lb/size) 5)'This truss has been designed for a live load of
1 = 915/Mechanical 20.Opsf on the bottom chord in all areas where a
7 = 915/Mechanical rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Horz bottom chord and any other members.
1 = -80(LC 13) 6)Refer to girder(s)for truss to truss connections.
Max Uplift 7)Provide mechanical connection(by others)of truss
1 = -320(LC 8) to bearing plate capable of withstanding 320 lb uplift at
7 = -324(LC 9) joint 1 and 324 lb uplift at joint 7.
Max Grav 8)This truss has been designed for a moving
1 915(LC 1) concentrated load of 200.01b live located at all mid
7 915(LC 1) panels and at all panel points along the Bottom Chord,
FORCES. (lb) nonconcurrent with any other live loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown. LOAD CASE(S)
TOP CHORD Standard
1-2=-824/0,2-17=-1643/1860,
3-17=-1575/1861,3-4=-1360/1504,
4-5=-1378/1490,5-18=-1705/1975,
6-18=-1794/1961,6-7=-1285/487
BOT CHORD
1-19=-1563/1502,8-19=-1563/1502,
8-20=-1752/1654,7-20=-1752/1654,
7-21=-916/574
WEBS
4-8=421/540,5-8=-479/732,
3-8=-332/540
6cy N! U.*A tlrw+m.it I'l sllljENQ0ftk 1 i ecr"rf t_SI Arr 4i 166:'c G U."r harm dsl le[P LenadiNdi ti its'is{c r(IC{;n!-s ull qt urot.t toetSrt;rde!t ne 7'tudar„!>M fu3!'{O,atlj
uitl;xaelt pkT.s:ltttn•SI nel a.stld p a1 t a.ipEepate s.patslft.,!,Ca terse+nrlpPap s texm;!ptst r rthrsrejir�enp.ltiashl:7fHhte ad5eadpi:i s npl.trdad!t90 dr et IPIL.idrdt nttvpaa..lrsptt#asssri4rrc
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Cipyn0.1C'H16-Al 161bissrs.Aithesy Limbo III,P.L Rapridaniaa of[his dammtatin anyftta;is ptaUth'a.A"'I the mirm F"e'ss;er.tic.A-1 bdhgkttfcAilb ngl.Te bs lll:P.G FCa
s
Job Truss Truss Type Qty Ply
' A0187994
XCAS6519DS D02 COMMON 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:42 2017 Page 1
I D:91 ftG—OBvLYIHkW NQ51 ANUyE[5q-gdgscit9l zmlxMBmBc3f391—ohsbtp?wYJCjkzhyoV
1 4-0 5-11-9 10-6 0 15-0-7 21-0-0
1 4-0 5-11-9 4 6-7 4-6-7 5-11-9
4x4 II Dead Load Deff.=1/4 in
5
4.00 12
1.5x4 1.5x4
224 6 2324
• 4x6 21
3x4
3 7
1.5x4 II 2 1 8
—{A o
25 26 9 27 28
•
5x6 11 5x8 3x6 I I
10-6-0 21-0-0 _
10-6-0 10-6-0
Plate Offsets(X Y)— [2:0-4-5 Edgel [5:0-2-12 0-2-0) [8:0-3-13,0-1-51,[9:0-4-0,0-3-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.41 9-13 >614 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.71 9-13 >356 240
BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.05 8 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.16 9-13 >999 240 Weight:97 lb FT=0
LUMBER-
TOP CHORD 2x4 SP M 30*Except'
T2:2x4 SP No.2 WEBS
BOT CHORD 2x4 SP No.2 5-9=-441/565,6-9=-476/717,
WEBS 2x4 SP No.3 4-9=-374/594
OTHERS 2x4 SP No.3
SLIDER NOTES-
Left 2x6 SP No.2 2-2-0, 1)Unbalanced roof live loads have been considered
Right 2x4 SP No.3 2-0-0 for this design.
BRACING- 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
TOP CHORD Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
Structural wood sheathing directly applied or 4-2-13 oc h=13ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
puriins. (envelope)and C-C Comer(3)-1-4-0 to 3-8-10,
BOT CHORD Exterior(2)3-8-10 to 10-6-0,Comer(3)10-6-0 to
Rigid ceiling directly applied or 2-2-0 oc bracing. 15-6-10 zone;C-C for members and forces&MWFRS
MiTek recommends that Stabilizers and required for reactions shown;Lumber DOL=1.25 plate grip
cross bracing be installed during truss erection,in DOL=1.25
accordance with Stabilizer Installation guide. 3)Plates checked for a plus or minus 0 degree
rotation about its center.
REACTIONS. (lb/size) 4)This truss has been designed for a 10.0 psf bottom
8 = 925/Mechanical chord live load nonconcurrent with any other live
2 = 1058/0-8-0 (min.0-1-8) loads.
Max Horz 5)'This truss has been designed for a live load of
2 = 91(LC 12) 20.Opsf on the bottom chord in all areas where a
Max Uplift rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8 = -327(LC 9) bottom chord and any other members.
2 = -439(LC 8) 6)Refer to girder(s)for truss to truss connections.
Max Grav 7)Provide mechanical connection(by others)of truss
8 = 925(LC 1) to bearing plate capable of withstanding 327 lb uplift at
2 = 1058(LC 1) joint 8 and 439 lb uplift at joint 2.
8)This truss has been designed for a moving
FORCES. (lb) concentrated load of 200.01b live located at all mid
Max.Comp./Max.Ten.-All forces 250(lb)or less except panels and at all panel points along the Bottom Chord,
when shown. nonconcurrent with any other live loads.
TOP-CHORD
2-3=-712/91,3-21=-1722/1864,
21-22=-1662/1875,4-22=-1635/1876, LOAD CASE(S)
4-5=-1393/1466,5-6=-1409/1516, Standard
6-23=-1723/1990,23-24=-1734/1989,
7-24"-1813/1983,7-8=-1 3341535
BOT CHORD
2-25=-1 637/1577,2-26=-1 637/1577,
9-26=-1637/1577,9-27=-1716/1681,
8-27=-1716/1681,8-28=-949/603
WEBS
5-9=-441/565,6-9=-476/717,
4-9=-374/594
ifusit fltn irm,:lp:e?xxHr:t S i1t0'vw SE119'}Ex8S1�E4S StUh4rWA5f�1d"E.e EIIS[t7W".16!t NC Mts.terSj ttcttrnue'tlsntn4ty attiL rtsf f p.mrg lF[�ul�I fierpf_a.x41;1 te'r e�Stlttfih,ts I�cska-cc L...la Z4 11
u iei iut td(tsfs:fai6en>;t eulLuit+e�f tt is.is fep se,Sptc[Sgr-i�Slp!13fAM1Jp1(<Qiip t4fM t:lISt15Nt ISI/PIt4".fiG9lSq IIP'tfp:li1.i6ffCN rff fip!7]tSiiti3llili/p1tl ht(ip t Ht4111�:tthiil3 xaptiN__tYFi3 ki-:lill3!. �jfl T.Tombo-It�P:E::
,rd�se�'M( tun 4^:IS 7uu ttiaew'p!N en,te C.titfs e.T.i itp Jaffe tr.!pk}+rt,io tit a¢Adl4 flL,#f�et 0.1 dtrYrp e ue NI Ik ypiltletlel She ai 5eiSs,td3tt ixtst ELd Sftt is`r+bLv�ht�s+�Lte la 4?+-r i;st y=$t7Q83 ..
Se EdAry ;i l;lo vi SAtztri l6j('WpSnet praktei t[mkr itrL tafKate 5ry tdusu itjitN.p.tGsi;lF�1mSL} ',de PaMiih�el5rifnn t7 lrs sisnipa 5^erlfti.ittt(s ...,.Iki fq :[tiara atirss V.s�ztas,nttss 4451 S.Lucie Blvd,
tnseisplcecS,i rdge n„inipEjeGprraessnbt jtLrss3.iryatgM-i h�dita ctreigs,e(tss.��tra��ant+sptha:p;�crefdaaBlessrued SattF(s' FottPere,FL 34,946
•� C"yngMV 5716 A-1fidheists-kiKeg1:11mbo 111,p.E.itpioduttion ci l@rsdotumiet inunyf tads pia¢i6ited ,t6zcufiiyti@�n peratizsiac:femAli6ol tro sir-Anlbe;ylaes-3elll:Pt
Job Truss Truss Type Qty Ply
XCAS6519DS D03 HIP GIRDER 1 1 A0187995
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:43 2017 Page 1
I D:91 ftG-OBvLYIH kWNQ51 ANUyEl5q-8gOEp2unoHucZW'il Lu71CHhSHC01 KMo89C21GBzhyoU
9-2-0 13-2-0
-14-0 f 3-0-0 S2-0 6-6-0 7-10-OS 0 9 10-6-0 11-10-0 12-11-7 14-6-0 15-10-0 18-0-0 21-0-0
1-4-0 3-0_0 1-4-0 1-4-00-2-9 1-4-0 1-1-7 1-4-0 1-4-0 2-2-0 3-0-0
1-1-7 0-2-9
4x4=
Dead Load Defl._1/4 in
10 13 57 15
7x10 58
8 T2 17
4.00 F12 7xl0
6 4x 0
4 1 16
3x4 5;- 4 3
_ 3x4
3 "T4.22 23 0
2 _ ..
.......----..._ ............PIP c6
11100
44 28 45 46 47 27 48 49 50 26 25 51 52 53 24 54 55
3x8 11 4x8= 3x4= 4x4= 3x8 11
3-0-0 8-0-9 12-11-7 18-0-0 21-0-0
3-0-0 5-0-9 4-10-13
Plate Offsets(X,Y)- [2:0-4-5,Edge],[4:0-3-8,Edge] [21:0-3-8,Edge],123:0-4-5 Edge]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.10 24-25 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.33 24-25 >764 240
BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.06 23 n/a n/a
BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Wind(LL) 0.17 24-25 >999 240 Weight:139 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 6)Concentrated loads from layout are not present in
BOT CHORD 2x4 SP No.2'Except' TOP CHORD y
B1:2x4 SP M 30 2-3=-358/187,342=-1759/830, Load Case(s):#101 1st Moving Load;#201 2nd
WEBS 2x4 SP No.3 4-42=-1723/822,4-5=-1069/540, Moving Load;#301 3rd Moving Load;#401 4th
OTHERS 2x4 SP No.3 5-7=-1069/540,7-9=-1069/540, Moving Load;#501 5th Moving Load;#601 6th
SLIDER 9-11=-1069/540,11-12=-1069/540, Moving Load;#701 7th Moving Load;#801 8th
Left 2x4 SP No.3 1-6-0, 12-14=-1069/540,14-16=-1069/540, Moving Load;#901 9th Moving Load;#1001 10th
Right 2x4 SP No.3 1-6-0 16-18=-1116/595,18-19=-1116/595, Moving Load;#1101 11th Moving Load;#1201 12th
BRACING- 19-21=-1116/595,21-43=-1995/968, Moving Load;#1301 13th Moving Load;#1401 14th
TOP CHORD 22-43=-2032/975,22-23=-787/388, Moving Load;#1501 15th Moving Load.
Structural wood sheathing directly applied or 2-10-4 oc 4-6=-1126/526,6-8=-1085/522, 7)This truss has been designed for a 10.0 psf bottom
puriins. 8-56=-1070/547,10-56=-1064/542, chord live load nonconcurrent with any other live
BOT CHORD 10-1 3=-1 051/579,13-57=-1025/574, loads.
Rigid ceiling directly applied or 5-114 oc bracing. 15-57=-1049/582,15-58=-1064/551, 8)'This truss has been designed for a live load of
JOINTS 17-58=-1071/556,17-20=-1087/530, 20.Opsf on the bottom chord in all areas where a
1 Brace at Jt(s):16,12,9 20-21=-1128/535 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
MiTek recommends that Stabilizers and required BOT CHORD bottom chord and any other members.
9)Refer to girder(s)for truss to truss connections.
cross bracingbe installed during truss erection,in 2-44=-819/1638,28-44=-819/1638,
g 28-45=-854/1671,45-46=-854/1671, 10)Provide mechanical connection(by others)of truss
accordance with Stabilizer Installation uide. 46-47=-854/1671,27-47=-854/1671, to bearing plate capable of withstanding 454 lb uplift at
REACTIONS. )Ib/size 27-48=-960/2127,48-49=-960/2127, joint 23 and 573 lb uplift at joint 2.
(23 = 957/Mechanical 49-50=-960/2127,26-50=-960/2127, 11)This truss has been designed for a moving
2 = 1090/0-8-0 (min.0-1-8) 25-26=-960/2127,25-51=-921/1930, concentrated load of 200.Olb live located at all mid
Max Horz
51-52=-921/1930,52-53=-921/1930, panels and at all panel points along the Bottom Chord,
nonconcurrent with any other live loads.
24-53=-921/1930,24-54=-894/1914,
2 = 91(LC 42) 12)Graphical purin representation does not depict the
Max Uplift 23-54=-894/1914,23-55=-292/606 size or the orientation of the purlin along the top and/or
23 = -454(LC 5) WEBS bottom chord.
4-27=-151/435,16-27=-281/230,
2 = 573(LC 4) 13)Hanger(s)or other connection device(s)shall be
Max Grav 12-13=-242/40fi,21-25=-64/311 provided sufficient to support concentrated load(s)175
23 = 957(LC 1) lb down and 154 lb up at 3-0-0,51 lb down and 66 lb
2 = 1090(LC 1) NOTES- up at 5-0-12,51 lb down and 66 lb up at 7-0-12,51 lb
1)Unbalanced roof live loads have been considered dawn and 66 lb up at 9-0-12,51 lb down and 62 lb up
FORCES. (lb) far this design.
( ) 2)Wind:ASCE 7-10;Vult=170mph(3-second gust at 11-0-12,51 lb down and 66 lb up at 11-11-4,51 lb
Max.Comp .Max.Ten.-All forces 250(lb)or less except ) down and 66 lb up at 13-11-4,and 51 lb down and 66
when shown. Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; lb up at 15-11-4,and 175 lb down and 154 lb up at
TOP CHORD h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS 17-114 on top chord,and 58 lb down at 3-0-0,18 lb
2-3=-358/187,342=-1759/830, (envelope);Lumber DOL=1.25 plate grip DOL=1.25
3 Provide adequate drainage to prevent water down , 8 lb do, n lb down at 18 lb d,w lb down at
4-42=-1723/822,4-5=-1069/540, ) q g p 9-0-12,18 lb dawn at 11-0-12,18 lb down at 11-11-4,
5-7=-1069/540,7-9=-1069/540, ponding.
4 All plates are 1.5x4 MT20 unless otherwise 18 lb dawn at 13-11-4,and 18 lb down at 1. Ti-4,
9-11=-1069/540,11-12=-10691540, ) P
12-14=-1069/540,14-16=-1069/540, indicated. and 58 lb down at such 4 on bottom chord. The
16-18=-11161595,1 8-1 9=-1 1161595, 5)Plates checked for a plus or minus 0 degree responsibility
bility of of such connection device(s)is the
rotation about its center. responsibility of others.
19-21=-1116/595,21-43=-1995/968, 14)In the LOAD CASE(S)section,loads applied to the
22-43=-2032/975,22-23=-787/388, face of the truss are noted as front(F)or back(B).
4-6=-1126/526,6-8=-1085/522,
8-56=-1070/547,10-56=-1064/542,
Continued on page 2
tlea'sr•flzn¢sra>idr;eesr !It nl[USi6fSEL3'E.X7tt't24 BCJWI;7a5 tefl�d'rc"[i'I.:{S7Rip3rA 4t Lairs.:S..iAr hiei pno-cn[ssattM•S as Ri sun&np,r if1[[;t¢fpt[hta¢gl:(o-cr;l,9,/..le.rrat 5'•_rnElatt ne.l�"asrakr.a[>„d tdr
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p ry 9 r A i 9a.Vs' ( shslarJ¢e ri t e} :¢prt aeiY..mcP.°d Iri-i,
'Fort Pierce,FL 34946;
Copyriy[st?1118 A 1 Res3 Lasses-Amhc5y I.iam6o III,F,E i piod4oron ct It8 do[onert,in any[am,is pmh3rted=il6,.¢t the nri@[n p[amasur,from A-1 loaf irasut-dniia4qlaes3c 111;P.E
J
Job Truss Truss Type Qty Ply
XCAS6519DS DO3 HIP GIRDER 1 1 AO187995
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:43 2017 Page 2
I D:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-8gOEp2unoHucZWi 1 Lu7lCHhSHC01 KMo89C21GBzhyoU
LOAD CASE(S)
Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,
Plate Increase=1.25
Uniform Loads(plf)
- Vert:1-4=-70,21-23=-70,32-36=-20,4-13=-70,
13-21=-70
Concentrated Loads(lb)
Vert:26=-8(F)28=1(F)24=-1(F)10=-0(F)6=-O(F)
15=-0(F)20=-O(F)42=-2(F)43=-2(F)45=-B(F)
-47=-8(F)48=-8(F)50=-8(F)51=-8(F)53=-8(F)
56=-0(F)57=-O(F)58=-0(F)
Mxsi)Flmv firrse411r nie[x 1r10.11CStiyiy 1,.SI1u IElm56(ilvin iSrOP.C913u'd"j.Uf7b.EaaA.%Rtaa letli tesppre,nix x/ieelu s ^as tnss2n;s0 grf[.`,.akl6e nhaf l.Lzk lly t..th.zStentehreni PslessC.mistcadatif60,;e0j
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80G83..
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4451:St Lucie Blvd,.
yrxtortxw:gif:yr�:sidrd.tuinsDt;.El�sirstlntt{ Dili xltx<rasstirk;a� follist.311iitndlsl+s n :f�! tu. •Ferf'.Pierce,FL;3494b
Lipj�ig6sDIG1GANIntlitaws Ad6�tyT7�m�tIl($E;Rter�danian"altlisdtcomm;inonylera�,sspto62i(td,•uihaatthemmenpetmnxaaGemA�IlttTtat"szs=Athtayf-T,cla.IfP.F
Job Truss Truss Type Qty Ply
XCAS6519DS E01 HIP GIRDER 1 1 A0187996
Job Referenc�(optionai)
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:44 2017 Page 1
I D:91 ftG_OBvLYI HkWNQ51 AN UyEi5q-c0yd 1 OvPZaOTBgHEuceXkUEf1 cQg3pRINroJodzhyoT
1-4-0 3-0-0 6-4-0 9-8-0 12-8-0 14-0-0
1 4-0 3-0-0 3 4-0 3-4-0 3-0-0
Dead Load Defl.=1/8 in
=
4.00 12 4x4 3x4= 4 4=
2 5 2 6
3x4 3x4
3 7
0
1.5x4 II 2 1 2 1 8 1.5x4 If r °D
1 9 O
m
6' e �
28 11 29 30 31 10 32 a� s
n
3x4= 3x4=
4x4 11 4x4 11
3-M 9-8-0 12-8-0
3-0-0 6-8-0 3-M
Plate Offsets(X,Y)— [2:0-2-13,0-2-131,[8:0-2-13 0-2-131
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.13 10-11 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(TL) -0.26 10-11 >579 240
BCLL , 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) -0.03 8 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.22 10-11 >700 240 Weight:63 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2 11)In the LOAD CASE(S)section,loads applied to the
WEBS 2x4 SP No.3 1)Unbalanced roof live loads have been considered face of the truss are noted as front(F)or back(B).
OTHERS 2x4 SP No.3 for this design.
SLIDER 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Left 2x4 SP No.3 1-6-0, Vasd=132mph;HVHZ;TCDL=5.0psf;BCDL=5.Opsf; LOAD CASE(S)
Right 2x4 SP No.3 1-6-0 h=19ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS Standard
BRACING- (envelope);porch left and right exposed;Lumber 1)Dead+Roof Live(balanced):Lumber Increase=1.25
TOP CHORD DOL=1.25 plate grip DOL=1.25 ,Plate Increase=1.25
Structural wood sheathing directly applied or 5-6-1 oc 3)Provide adequate drainage to prevent water Uniform Loads(plf)
pudins. ponding. Vert:1-4=-70,4-6=-70,6-9=-70,14-20=-20
BOT CHORD 4)Plates checked for a plus or minus 0 degree Concentrated Loads(lb)
rotation about its center. Vert:4=-2 F 6=-2 F (
11=-1 F (
10=-1 F 5=-0(F)
Rigid ceiling directly applied or 4-7-11 oc bracing. 5)Concentrated loads from layout are not present in 26=-0(F)27) (-0(F)29=-8(F)30=-8(F)31=-8()
MiTek recommends that Stabilizers and required Load Case(s):#101 1st Moving Load;#201 2nd
cross bracing be installed during truss erection,in Moving Load;#301 3rd Moving Load;#401 4th
accordance with Stabilizer Installation guide. Moving Load;#501 5th Moving Load;#601 6th
Moving Load;#701 7th Moving Load;#801 8th
REACTIONS. (lb/size) Moving Load;#901 9th Moving Load;#1001 10th
2 = 679/0-8-0 (min.0-1-8) Moving Load;#1101 11th Moving Load;#1201 12th
8 = 679/0-8-0 (min.0-1-8) Moving Load;#1301 13th Moving Load;#1401 14th
Max Horz Moving Load;#1501 15th Moving Load.
2 = 39(LC 34) 6)This truss has been designed for a 10.0 psf bottom
Max Uplift chord live load nonconcurrent with any other live
2 = -735(LC 4) loads.
8 = -735(LC 5) 7)'This truss has been designed for a live load of
Max Grav 20.Opsf on the bottom chord in all areas where a
2 = 682(LC 15) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
8 = 682(LC 16) bottom chord and any other members.
8)Provide mechanical connection(by others)of truss
FORCES. (lb) to bearing plate capable of withstanding 735 lb uplift at
Max.Comp./Max.Ten.-All forces 250(lb)or less except joint 2 and 735 lb uplift at joint 8.
when shown. 9)This truss has been designed for a moving
TOP CHORD concentrated load of 200.01b live located at all mid
3-4=-888/1053,4-26=-823/1002, panels and at all panel points along the Bottom Chord,
5-26=-823/1002,5-27=-823/1002, nonconcurrent with any other live loads.
6-27=-823/1002,6-7=-888/1053 10)Hanger(s)or other connection device(s)shall be
BOT CHORD provided sufficient to support concentrated load(s)183
2-28=-899/800,11-28=-899/800, lb down and 160 lb up at 3-0-0,52 lb down and 69 lb
11-29=-1262/1165,29-30=-1262/1165, up at 5-0-12,52 lb down and 69 lb up at 6-4-0,and
30-31=-1262/1165,10-31=-1262/1165, 52 lb down and 69 lb up at 7-7-4,and 183 lb down
10-32=-912/800,8-32=-912/800 and 160 lb up at 9-8-0 on top chord,and 116 lb down
WEBS and 134 lb up at 3-0-0,18 lb down and 55 lb up at
4-11=-305/314,6-10=-305/314, 5-0-12,18 lb down and 55 lb up at 6-4-0,and 18 lb
5-10=-385/361,5-11=-385/361 down and 55 lb up at 7-7-4,and 116 lb down and 134
lb up at 9-7-4 on bottom chord. The design/selection
of such connection device(s)is the responsibility of
others.
,q sh3 Fl tlmrllr rer�a h¢1110-rltS9 513 [i3ll IFliE16 OLG71 ES JS Gu{"W3t.11h7alf0oE1}7 b :l Ath a a r / N mtf s Ip7 RE^mtllr 4nut11 G rf lrs S7eerL leten r:lr L -eril de IPO rl
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tidm rrx yt Vta u�r 'dne�a a .ri me!pS aetaire, �r +�'pn rrir Ir;�e(cYeeln.hsixunufz llFil r rtlAne1GG ! r 13�dE 1n s.cdNa ran r sn waRlt r uu'r r r3n d Antheriy Tbmbo Ilt P-E:
iw a-w r;t.,axi ritr eimat,;1.iLart rge:tls �)ahr I n dfi till I"nrEJ eeieMe sl r ra tr.' r- i w, 1 1 r, -80083 '
cr a �tel xsnrlesp�rna,maensent n �.,.ss�nEy,rKrtisr;mm;rrkss
rge%*n ulwlhrrrener!'e!d ru rrta l.i,A rn� dcl,lcetro sOtaGa�ii i1471fir1'Ur ail yrtnssSM¢6a•e(a,a pri0r.,li ke lld nER,mnd¢fi laiRl - 44515t.Lurie Blvd,
F6rt m6rce,FL 34946
Ceppigdr�.2p16A1 tahiLosses kihnepl i mic IIt;P.f,RetsodoNx sl this document,in ony formjs PiehiEgzd_wirhoot t5e ininen pu�issien Gea 4:I G,ot Gpsxt.Apthont;ia_e5d EII P.E:
I
7
Job Truss Truss Type Qty Ply
XCAS6519DS E02 HIP 2 1 A0187997
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:45 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyE[5q-4CW?Ekv1 Ku8KogsQSJAmHinsg0o3oHoRcVXsK3zhyoS
1 4 0 5-0-0 7-8-0 12-8-0 14-0-0
1 4-0 5-0-0 2-8-0 5-0-0 1 4-0
5x6= 4x4=
4.00 F12 4 5
3x4 i-::; 3x4
6 4
3 �(
1 N1 7 N
1.5x4 II 2 1.5x4 II
1 n
8 Ioo
FT
0
s6 s 25 10 26 9 27
1.5x4 11 3x4=
3x6 II 3x6 11
5-0-0 7 8-0 12-8-0
5-0-0 2-8-0 5-0-0
Plate Offsets(X Y)- [2:0-3-1 0-2-1] [4:0-1-4 0-2-8] [7:0-3-1 0-2-11
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.04 10-17 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.08 9-10 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) -0.03 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.08 9-10 >999 240 Weight:60lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30`Except* NOTES-
T2:2x4 SP No.2 1)Unbalanced roof live loads have been considered
BOT CHORD 2x4 SP No.2 for this design.
WEBS 2x4 SP No.3 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
OTHERS 2x4 SP No.3 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.0psf;
SLIDER h=19ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
Left 2x4 SP No.3 1-6-0,
Right 2x4 SP No.3 1-6-0 (envelope)and C-C Comer(3)-1-4-0 to 5-0-0,
BRACING- Exterior(2)5-0-0 to 14-0-0 zone;porch left and right
TOP CHORD exposed;C-C for members and forces&MWFRS for
Structural wood sheathing directly applied or 6-0-0 oc reactions shown;Lumber DOL=1.25 plate grip
purlins. DOL=1.25
BOT CHORD 3)Provide adequate drainage to prevent water
pondRigid ceiling directly applied or 4-4-8 oc bracing. 4)Plates
t Plates checked for a plus or minus 0 degree
MiTek recommends that Stabilizers and required rotation about its center.
cross bracing be installed during truss erection,in 5)This truss has been designed for a 10.0 psf bottom
accordance with Stabilizer Installation guide. chord live load nonconcurrent with any other live
loads.
REACTIONS. (lb/size) 6)'This truss has been designed for a live load of
2 = 663/0-8-0 (min.0-1-8) 20.Opsf on the bottom chord in all areas where a
7 = 663/0-8-0 (min.0-1-8) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Horz bottom chord and any other members.
2 = 49(LC 8) 7)Provide mechanical connection(by others)of truss
Max Uplift to bearing plate capable of withstanding 590 lb uplift at
2 = -590(LC 8) joint 2 and 590 lb uplift at joint 7.
7 = -590(LC 9) 8)This truss has been designed for a moving
Max Grav concentrated load of 200.01b live located at all mid
2 = 663(LC 1) panels and at all panel points along the Bottom Chord,
7 = 663(LC 1) nonconcurrent with any other live loads.
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown. Standard
TOP CHORD
2-3=-281/462,3-4=-798/1798,
4-5=-710/1798,5-6=-799/1799,
6-7=-280/462
BOT CHORD
2-25=-1570f7O7,10-25=-15701707,
10-26=-1588/710,9-26=-1588/710,
9-27=-1520/707,7-27=-1520/707
WEBS
4-10=-302/234,5-9=-339/162
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Job Truss Truss Type Qty Ply
XCAS6519DS E03 HIP 1 1 A0187998
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:45 2017 Page 1
I D:91 ftG—OBvLYIHkWNQ51 AN UyE[5q-4CW?Ekvl Ku8KogsQSJAmHins70oroH 1 RcVXsK3zhyoS
6-4-12
i -1-4-0 6-3-4 6ytA 12-8-0 14-0-0
1-0-0 ' 6-3-4 0 2 6-3-4 1-0-0
0-0-12
4x4 II
4 24
4.00 12 23
3x4 3x4
3 1 5
1.5x4 II 2 6 1.5x4 II
1 7 [o
& °a: 25 26 8 27 28 t
6•
1.5x4 11
3x6 11 3x6 11
6-4-12
t 6-34 H10 12-8-0
' 6-3-4 2 6-3-4 1
0-0-12
Plate Offsets(X,Y)— [2:0-3-1,0-2-9],[4:0-3-0,Edge] [6:0-3-1 0-2-9]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.10 8-21 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.14 8-21 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(TL) -0.02 6 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.09 8-15 >999 240 Weight:54 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf;
WEBS 2x4 SP No.3 h=19ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
OTHERS 2x4 SP No.3 (envelope)and C-C Comer(3)-1-4-0 to 5-5-3,
SLIDER Extedor(2)5-5-3 to 14-0-0 zone;porch left and right
Left x4 SP No.3 1-6-0, exposed;C-C for members and forces 8e MWFRS for
BRACING--Rightt 2x4 No.3 1-6-0 reactions shown;Lumber DOL=1.25 plate grip TOP CHORD DOL=1.253)Plates checked for a plus or minus 0 degree
Structural wood sheathing directly applied or 6-0-0 cc rotation about its center.
pudins.T
ROOT CHORD 4)This truss has been designed for a 10.0 psf bottom Rigid ceiling directly applied or 4-4-2 cc bracing. chord live load nonconcurrent with any other liveloads.
MiTek recommends that Stabilizers and required 5)`This truss has been designed for a live load of
cross bracing be installed during truss erection,in 20.Opsf on the bottom chord in all areas where a
accordance with Stabilizer Installation guide. rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
REACTIONS. (lb/size) 6)Provide mechanical connection(by others)of truss
2 = 663/0-8-0 (min.0-1-8) to bearing plate capable of withstanding 582 lb uplift at
6 = 663/0-8-0 (min.0-1-8) joint 2 and 582lb uplift at joint 6.
Max Horz 7)This truss has been designed for a moving
2 = 56(LC 8) concentrated load of 200.01b live located at all mid
Max Uplift panels and at all panel points along the Bottom Chord,
6 = -582(LC 9) nonconcurrent with any other live loads.
Max Grav
2 = 663(LC 1) LOAD CASE(S)
6 = 663(LC 1) Standard
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-3=-321/470,3-23=763/1742,
4-23=-670/1758,4-24=-670/1758,
5-24=-763/1742,5-6=-321/470
BOT CHORD
2-25=-1489/667,25-26=-1489/667,
8-26=-1489/667,8-27=-1489/667,
27-28=-1489/667,6-28=-1489/667
WEBS
4-8=-554/285
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
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Job : Truss
Truss Type Qty Ply
A0187999
XCAS6519DS E05 HIP GIRDER 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@a1 truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:46 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-YP4NS3wg5CGBQzRcO1 h?pvJyiQ93Xigbr9 HQtVzhyoR
0-0-12 14-M
_1-4-0 ii 3-0-0 9-8-0 12-7-4 125-0
1-4-01211.d 6-8_0 2-11-4 0- -12
2 4x8= 4x4= 1-4-0
3x6 3x6
1.5x4 11 2 5 1.5x4 II
1 6
0
m
1 V3 W1 m v
F7
16 9 17 8 18
10 7
3x6 11 3x4= 3x8= 3x6 l l
0-Qr12 3-0-0 9-8-0 12-7 4 12[3-0
0- -12 2-11-4 6-8-0 2-11 4 0---12
Plate Offsets(X Y)— f3:0-5-0 0-2-0] [4:0-2-4 0-2-41
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.11 8-9 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.16 8-9 >881 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) -0.01 7 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.02 8-9 >999 240 Weight:97 lb FT=0%
LUMBER-
, TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf;
WEBS 2x4 SP No.3*Except* Standard
h=19tt;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
W1:2x6 SP No.2 (envelope);end vertical left and right exposed;Lumber Vert:1-2=-70,2-3=-70,3 4=-70,4-5=-70,5-6=-70,
20
OTHERS 2x4 SP No.3 Concent
BRACING- DOL=1.25 plate grip DOL=1.25 Concentrated Loads(lb)
TOP CHORD 3)Provide adequate drainage to prevent water Vert:3=-O(B)4=-O(B)9=-30(B)8=-30(B)13=-O(B)
pondStructural wood sheathing directly applied or 6-0-0 oc 4)Platg. 14=-0(B)15=-0(B)
purlins, except end verticals. rotation
Plates checked for a plus or minus 0 degree
BOT CHORD rotation about its center.
R 5)Concentrated loads from layout are not present in
Rigid ceiling directly applied or 6-0-0 oc bracing.
Load Case(s):#101 1st Moving Load;#201 2nd
MiTek recommends that Stabilizers and required Moving Load;#301 3rd Moving Load;#401 4th
cross bracing be installed during truss erection,in Moving Load;#501 5th Moving Load;#601 6th
accordance with Stabilizer Installation uide. Moving Load;#701 7th Moving Load.
6)This truss has been designed for a 10.0 psf bottom
REACTIONS. (lb/size) chord live load nonconcurrent with any other live
10 = 688/0-3-2 (min.0-1-8) loads.
7 = 688/0-3-2 (min.0-1-8) 7)'This truss has been designed for a live load of
Max Horz 20.Opsf on the bottom chord in all areas where a
10 = -194(LC 6) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Max Uplift bottom chord and any other members.
10 = -650(LC 4) 8)Provide mechanical connection(by others)of truss
7 = -050(LC 5) to bearing plate capable of withstanding 650 lb uplift at
Max Grav joint 10 and 650 lb uplift at joint 7.
10 = 691(LC 15) 9)This truss has been designed for a moving
7 = 691(LC 16) concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
FORCES. (lb) nonconcurrent with any other live loads.
Max.Comp./Max.Ten.-All forces 250(lb)or less except 10)Hanger(s)or other connection device(s)shall be
when shown. provided sufficient to support concentrated load(s)121
TOP CHORD lb down and 169 lb up at 3-0-0,70 lb down and 99 lb
2-3=-352/399,3-13=-310/396, up at 5-0-12,70 lb down and 99 lb up at 6-4-0,and
13-14=-310/396,14-15=-310/396, 70 lb down and 99 lb up at 7-7-4,and 121 lb down
4-15-e-310/396,4-5=-351/398, and 169 lb up at 9-8-0 on top chord,and 172 lb down
2-10=-681/651,5-7=-681/650 and 183 lb up at 3-0-0,and 172 lb down and 183 lb
BOT CHORD up at 9-8-0 on bottom chord. The design/selection of
9-17=-372/310,8-17=-372/310 such connection device(s)is the responsibility of
WEBS others.
3-9=-261/287,4-8=-263/271, 11)In the LOAD CASE(S)section,loads applied to the
2-9=-532/522,5-8=-531/521 face of the truss are noted as front(F)or back(B).
NOTES-
1)Unbalanced roof live loads have been considered for LOAD CASE(S)
this design. Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25
,Plate Increase=1.25
Uniform Loads(plf)
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PA;S65;19jDS
Truss Truss Type Qty Ply E06 FLAT 1 1 A0188000 `
FReference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:46 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-YP4NS3wg5CGBQzRc01 h?pvJxiQ94Xr4br9HQtVzhyoR
64-0 12-8-0
6-4-0 6-4-0
Dead Load Defl._1/8 in
Sx6
1.5x4 II 5x6=
1 =
2 3
W1 W1 W1
---------------------------
7 5 8
6 4x8=
4
3x6 11 3x6 11
6-4-0 12-8-0
6-4-0 6A-0
Plate Offsets(X,Y)— [1:0-3-0,0-2-121,[3:0-3-0 0-2-121 [4:0-3-0 0-0-4] [5:0-4-0 0-1-12] [6:0-3-0 0-0-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) -0.15 5-6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.29 5-0 >513 240
BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.14 5 >999 240 Weight:59Ib FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 1 0.0 psf bottom
BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads.
TOP CHORD 5)"This truss has been designed for a live load of Structural wood sheathing directly applied or 2-2-0 oc 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the
ROT CHORD
purT except end verticals. bottom chord and any other members.
6)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 225 lb uplift at
WEBS joint 6 and 225 lb uplift at joint 4.
1 Row at midpt 1-5,3-5 7)This truss has been designed for a moving
MiTek recommends that Stabilizers and required concentrated load of 200.01b live located at all mid
cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord,
accordance with Stabilizer Installation uide. nonconcurrent with any other live loads.
REACTIONS. (lb/size)
6 = 557/0-3-2 (min.0-1-8) LOAD CASE(S)
4 = 557/0-3-2 (min.0-1-8) Standard
Max Uplift
6 = -225(LC 8)
4 = -225(LC 8)
Max Grav
6 = 557(LC 1)
4 = 557(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-6=-485/555,1-2=-1646/1537,
2-3=-1 64611537,3-4=-485/555
WEBS
1-5=-1429/1513,2-5=-461/635,
3-5=-1429/1513
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-1-12 to 6-4-0,
Exterior(2)6-4-0 to 12-6-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
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t�
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4d5i-St.Lucie 8bd.
- - FoR..Perce;KL34940
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7
Job Truss Truss Type city [yTiob
A0188001
XCAS6519DS E07 FLAT 1
ference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:47 2017 Page 1
ID:g 1 ftG_OBvLYIHkW NQ51 ANUyEl5q-ObdlfPxlsVO2270oakCEM7s75pWdGOrk4pOzPyzhyoQ
6-4-0 12-8-0
6-4-0 6-4-0 4
1.5x4 11 Dead 1xoaTDefl.=1116 in
1 4x4= 7 2 8 3
W1 W2 W1 W2 W1
Ll
g 5 10
6 4x8= 4
3x6 11 3x6 I
64-0 12-8-0
64-0 64-0
Plate Offsets(X Y)— [1.0-1-12 0-1-12] [3.0-1-12 0-1-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.14 5-6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.22 5-6 >663 240
BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MS Wind(LL) 0.07 5 >999 240 Weight:63 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING- bottom chord and any other members.
TOP CHORD 6)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 2-2-0 oc to bearing plate capable of withstanding 228 lb uplift at
purlins, except end verticals. joint 6 and 228 lb uplift at joint 4.
BOT CHORD 7)This truss has been designed for a moving
Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 200.O1b live located at all mid
MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord,
cross bracing be installed during truss erection,in nonconcurrent with any other live loads.
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) LOAD CASE(S)
6 = 557/0-3-2 (min.0-1-8) Standard
4 = 557/0-3-2 (min.0-1-8)
Max Uplift
6 = -228(LC 8)
4 = -228(LC 8)
Max Grav
6 = 557(LC 1)
4 = 557(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-6=-495/572,.1-7=-1099/1049,
2-7=-1099/1049,2-8=-1099/1049,
3-8=-1099/1049.3-4=-495/572
WEBS
1-5=-1029/1066,2-5=-485/672,
3-5=-1029/1066
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=16ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-1-12 to 6-8-12,
Exterior(2)6-8-12 to 12-6-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
.
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PXC
Truss Truss Type Qry ply
AS6519DS E08 FLAT 1 1 A0188002 "
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:47 2017 Page 1
ID:91 ftG_OBvLYIHkW NQ51 ANUyElSq-ObdlfPxlsVO2270oakCEM7s7NpWhG2ak4pOzPyzhyoQ
64-0 12-8-0
6-4-0 6-4-0
13x6= 1.5x4 11 3x6=
7 2 8 3
1-1
Li
1 1
1
SI
9 5 10
6 3x8= 4
3x6 11 3x6 11 -
6A-0 12-8-0
6-4-0 6A-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.21 5-6 >724 240
BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.04 5 >999 240 Weight:66 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING-TOP CHORD bottom chord and any other members.
6)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 2-2-0 or to bearing plate capable of withstanding 231 lb uplift at
ROOT CHORD
pT except end verticals. joint 6 and 231 lb uplift at joint 4.Rigid ceiling directly applied or 10-0-0 oc bracing. 7)This truss has been designed for a movingconcentrated load of 200.0Ib live located at all mid
MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord,
cross bracing be installed during truss erection,in nonconcurrent with any other live loads.
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) LOAD CASE(S)
6 = 557/0-3-2 (min.0-1-8) Standard
4 = 557/0-3-2 (min.0-1-8)
Max Uplift
6 = -231(LC 8)
4 = -231(LC 8)
Max Grav
6 = 557(LC 1)
4 = 557(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-6=-499/582,1-7=-820/794,
2-7=-820/794,2-8=-8201794,
3-8=820/794,3-4=-499/582
WEBS
1-5=-815/833,2-5=-495/693,
3-5=-815/833
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust) -
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=17ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-1-12 to 6-10-15,
Exterior(2)6-10-15 to 12-6-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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Job Truss Truss Type Qty Ply
A0188003
XCAS6519DS E09 FLAT 1 TJb
eference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:47 2017 Page 1
ID:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-ObdlfPxlsVO2270oakCEM7s7UpWiG3Yk4pOzPyzhyoQ
6-4-0 12-8-0
64-0 6-4-0
1 7 2 8 3
1.5x4
DAll
9 5 10
6 3x8= 4
3x6 11 3x6 11
64-0 12-8-0
64-0 64-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.14 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.20 4-5 >747 240
BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Wind(LL) 0.03 5 >999 240 Weight:70 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 5)*This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING-
bottom chord and any other members.
TOP CHORD
6)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 2-2-0 oc to bearing plate capable of withstanding 234 lb uplift at
purlins, except end verticals. joint 6 and 234 lb uplift at joint 4.
BOT CHORD 7)This truss has been designed for a moving
Rigid ceiling directly applied or 10-0-0 oc bracing. concentrated load of 200.01b live located at all mid
MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord,
cross bracing be installed during truss erection,in nonconcurrent with any other live loads.
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size) LOAD CASE(S)
6 = 557/0-3-2 (min.0-1-8) Standard
4 = 557/0-3-2 (min.0-1-8)
Max Uplift
6 = -234(LC 8)
4 = -234(LC 8)
Max Grav
6 = 557(LC 1)
4 = 557(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-6=-501/589,1-7=-653/639,
2-7=-653/639,2-8=-653/639,
3-8=-653/639,3-4=-501/589
WEBS
1-5=-686/695,2-5=-5OOf706,
3-5=-6861695
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf;
h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-1-12 to 6-10-15,
Exten6(2)6-10-15 to 12-6-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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Job Truss Truss Type qty Ply
XCAS6519DS E10 HALF HIP 1 1 A0188004
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc: Fri Feb 24 11:03:48 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-VnB7tlywdpWvfHb?7SjTvKPKDDgX?YbtlTm WxOzhyoP
1-0-14 7-1-15 12-8-0
1-0-14 6-1-1 5-6-1
4.00 F12 4x6= 1.5x4 11 3x4=
1.5x4 11 2 8 3 4 Dead Load Defl.=1/8 in
1
IV
9 6 10
7 5x6= 5
3x8= 3x6 11
1 0 14, 7-1-15 12-M
1-0-14' 6-1-1 5-6-1
Plate Offsets(X,Y)— [4:0-1-12,0-1-81,[7:0-3-0,0-2-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.19 6-7 >790 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.29 6-7 >508 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Wind(LL) 0.02 6 >999 240 Weight:78 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live BRACING- loads.
TOP CHORD 5)'This truss has been designed for a live load of Structural wood sheathing directly applied or 6-0-0 oc 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD
purT except end verticals. bottom chord and any other members.
6)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 242 lb uplift at
MiTek recommends that Stabilizers and required joint 5 and 231 lb uplift at joint 7.
cross bracing be installed during truss erection,in 7)This truss has been designed for a moving
accordance with Stabilizer Installation guide. concentrated load of 200.01b live located at all mid
panels and at all panel points along the Bottom Chord,
REACTIONS. (lb/size) nonconcurrent with any other live loads.
5 = 557/0-3-2 (min.0-1-8)
7 = 557/0-3-2 (min.0-1-8)
Max Horz LOAD CASE(S)
7 = 19(LC 8) Standard
Max Uplift
5 = -242(LC 8)
7 = -231(LC 8)
Max Grav
5 = 557(LC 1)
7 = 557(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-8=-525/528,3-8=525/528,
3-4=-525/528,4-5=-515/598
WEBS
2-6=-414/449,3-6=A62/666,
4-6=-625/625,2-7=-565/636
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-1-12 to 1-0-14,
Exterior(2)1-0-14 to 12-6-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
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• � � '� -� 'Fort Pierce;FL'34940
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I
i
t
Job Truss Truss Type Qry PIY
A0188005
XCAS6519DS E11 HALF HIP 1 1
Job Reference(optional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Indust ies,Inc. Fri Feb 24 11:03:48 2017 Page 1
1 D:91 fiG_OBvLYIHkWNQ51 ANUyEl5q-VnB7tlywdpWvfHb?7SjTVKPMBDrd?ZCtITmWxOzhyoP
3-0-14 7-10-7 12-8-0
3-0-14 4-9-9 4-9-9
4.00 12 4x4= 3x4= 1.5x4 11
Dead Load Deft.=1/4 in
2 8 3 4
3x4
1
4
9 6 10
7 5
3x6 11 3x8= 5x6=
3-0-14 12-8-0 `
3-0-14 9-7-2
Plate Offsets(X Y) [5'0 3 0 0-3-01
LOADING(psf) SPACING- 2-0-12 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.32 5-6 >471 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.58 5-6 >257 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FBC2014[TP12007 Matrix-MS Wind(LL) 0.01 5-6 >999 240 Weight:80 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of
BOT CHORD 2x4 SP M 30 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING- bottom chord and any other members.
TOP CHORD 6)Provide mechanical connection(by others)of truss
2-0-0 oc purlins(6-0-0 max.), except end verticals to bearing plate capable of withstanding 226 lb uplift at
(Switched from sheeted:Spacing>2-0-0). joint 7 and 265 lb uplift at joint 5.
BOT CHORD 7)This truss has been designed for a moving
Rigid ceiling directly applied or 6-0-0 oc bracing. concentrated load of 200.01b live located at all mid
REACTIONS. (lb/size) panels and at all panel points along the Bottom Chord,
7 = 574/0-3-2 (min.0-1-8) nonconcurrent with any other live loads.
5 = 574/0-3-2 (min.0-1-8) 8)Graphical purlin representation does not depict the
Max Horz size or the orientation of the purlin along the top and/or
7 = 59(LC 8) bottom chord.
Max Uplift
7 = -226(LC 8) LOAD CASE(S)
5 = -265(LC 8) Standard
Max Grav
7 = 574(LC 1)
5 = 574(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-387/350,2-8=-334/402,
3-8=-334/402,1-7=-592/589
BOT CHORD
6-10=-480/381,5-10=-480/381
WEBS
2-6=-154/319,3-5=-501/661,
1-6=-362/512
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=19ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(env6lope)and C-C Comer(3)0-1-12 to 3-0-14,
Exterior(2)3-0-14 to 12-6-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Provide adequate drainage to prevent water ponding.
3)Plates checked for a plus or minus 0 degree rotation
about its center.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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ntn.d� sFx apt Idrsdt prsi;.m doeCm,te Ceara allmrersno&.ItegC u.ia9 ud fdfi0_tle f!( Ih,Ir� Illar adzMiFl re;yr�ddn iDbnt ej Gd dh 1 agdst 3k Tin j'jaharm fkecsasfdl{txraq.�dAld., 80083
6em&iD . k"
17 rda 451 5t Lucle.Blvd,.
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Job Truss Truss Type 17y
XCAS6519DS FG01 GABLE � A0188006 '
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:49 2017 Page i
ID:91ftG OBvLYIHkWNQ51ANUyEl5q-z_IW45yYO7emHRABh9EiRYxZbd7Kkxk1X7V4TgzhyoO
4-6-7 9-0-13 13-6-2 18-5-10
4-6-7 4-6-6 4-5-6 4-11-8
2x4 II 6x8=
x6= 2x4 11 4x6— 3x4— 8x14—_ Dead Load Dell.=3/16 in
15x8= 2x4 11 3
4 5 6 .
i
as W1E \Cn
B3�BL1 16
1i.5x4�i' !� O
i n o
a ; S.T;1 4 6 I
i 21
1.5x4 o�
ts
30 31 32 11 33 34 35 10 9 36 8 37 38 397
12 2x4 11 2x4 11 6x6=
3x8 I I 7x8= 6x8= 6x6= 4x8 11
1.5x4 II
4-6-7 9-0-13 13-6-2 18-5-10
4-6-7 4-6-6 4-5 6 4-11-8
Plate Offsets(X,Y)— [2:0-3-0 0-3-12],[6:0-3-4,0-4-01,[7:0-4-4 0-0-81 [8:0-2-12 0-3-121 [9:0-4-0 0-4-81 [11:0-4-0 0-4-01 fl2:0-4-12 0-1-61
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.09 9-11 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.25 9-11 >855 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.71 Horz(TL) 0.05 21 n/a n/a
BCDL 10.0 Code FBC2014rrP12007 Matrix-MS Wind(LL) 0.14 9-11 >999 240 Weight:321 lb FT=0
LUMBER-
TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP 2400E 2.OE'Except' BOT CHORD 8)This truss has been designed for a 10.0 psf bottom
B3:2x6 SP No.2 12-30=-160/273,30-31=-160/273, chord live load nonconcurrent with any other live
WEBS 2x4 SP No.3*Except* 31-32=-160/273,11-32=-160/273, loads.
W1:2x8 SP No.2,W2,W6:2x4 SP M 30 11-33=-4028/7776,33-34=-4028/7776, 9)'This truss has been designed fora live load of
W3:2x6 SP No.2 34-35=-4028/7776,10-35=-4028/7776, 20.Opsf on the bottom chord in all areas where a
OTHERS 2x4 SP No.3`Except` 9-10=-4028/7776,9-36=-3652/7798, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BL1:2x8 SP No.2 8-36=-3652/7798,8-37=-852/1839, bottom chord and any other members.
BRACING- 37-38=-852/1839,38-39=-85211839, 10)Refer to girder(s)for truss to truss connections.
TOP CHORD 7-39=-852/1839,7-20=-643/1390, 11)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 4-6-1 cc 6-20=-643/1390 to bearing plate capable of withstanding 4170 lb uplift
purlins, except end verticals. WEBS at joint 12 and 3282lb uplift at joint 21.
BOT CHORD 1-11=-5042/9781,2-11=-4073/2394, 12)This truss has been designed for a moving
Rigid ceiling directly applied or 10-0-0 cc bracing. 3-9=-1371/574,5-8=-3156/1528, concentrated load of 200.0Ib live located at all mid
2-9=-937/2760,5-9=-1423/2752, panels and at all panel points along the Bottom Chord,
REACTIONS. (lb/size) 6-8=-3692f7856 nonconcurrent with any other live loads.
12 7899/Mechanical 13)Hanger(s)or other connection device(s)shall be
21 7057/Mechanical NOTES- provided sufficient to support concentrated load(s)621
Max Uplift 1)2-ply truss to be connected together with 1 Od Ib down and 648 lb up at 1-7-4,133 lb down and 161
12 -4170(LC 4) (0.131"x3")nails as follows: Ib up at 3-7-4,1470 lb down and 1263 lb up at 4-6-7,
21 -3262(LC 4) Top chords connected as follows:2x8-2 rows 487 lb down and 222 lb up at 6-5-10,487 lb down and
Max Grav staggered at 0-9-0 cc,2x6-2 rows staggered at 0-7-0 225 lb up at 8-5-10,487 lb down and 228 lb up at
12 7899(LC 1) cc. 10-5-10,487 lb down and 231 lb up at 12-5-10,and
21 7057(LC 1) Bottom chords connected as follows:2x6-2 rows 487 lb down and 228 lb up at 14-5-10,and 502 lb
staggered at 0-9-0 cc. down and 224 lb up at 16-5-10 on top chord,and 920
FORCES. (lb) Webs connected as follows:2x4-1 row at 0-9-0 cc, Ib down and 350 lb up at 1-3-4,914 Ib down and 411
Max.Comp./Max.Ten.-All forces 250(lb)or less except 2x6-2 rows staggered at 0-9-0 cc. Ib up at 3-3-4,914 lb down and 418 lb up at 5-3-4,
when shown. 2)All loads are considered equally applied to all plies, 914 lb down and 428 lb up at 7-3-4,914 lb down and
TOP CHORD except if noted as front(F)or back(B)face in the 439 lb up at 9-3-4,914 lb down and 455 Ib up at
1-12=-6914/3802,1-22=-7776/4028, LOAD CASE(S)section.Ply to ply connections have 11-3-4,914 lb down and 455 lb up at 13-3-4,and 914
22-23=-7776/4028,2-23=-7776/4028, been provided to distribute only loads noted as(F)or lb down and 464 lb up at 15-3-4,and 920 lb down and
2-24=-9950/4766,24-25=-9950/4766, (B),unless otherwise indicated. 458 lb up at 17-3-4 on bottom chord. The
3-25=-9950/4766,3-4=-9950/4766, 3)Wind:ASCE 7-10;Vu1t=170mph(3-second gust) design/selection of such connection device(s)is the
4-26=-9950/4766,26-27=-9950/4766, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.0psf; responsibStuddility
ng applied to ply:1(Front)
5-27=-9950/4766,5-28=-7798/3652, h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS -
28-29=-7798/3652,6-29=-7798/3652 (envelope);Lumber DOL=1.25 plate grip DOL=1.25.
BOT CHORD 4) Truss designed for wind loads in the plane of the LOAD CASE(S)
12-30=-160/273,30-31=-160/273, truss only. For studs exposed to wind(normal to the Standard
31-32=-160/273,11-32=-160/273, face),see Standard Industry Gable End Details as 1)Dead+Roof Live(balanced):Lumber Increase=1.25
11-33=-4028/7776,33-34=-4028/7776, applicable,or consult qualified building designer as ,Plate Increae=1.25
m
34-35=-4028/7776,10-35=-4028/7776, per ANSI/TPI 1. Uniform Loads(plf
9-10=-4028/7776,9-36=-365217798, 5)Provide adequate drainage to prevent water Vert: Load,7-12=-20
8-36=-3652/7798,8-37=-852/1839, ponding. Concentrated Loads(lb)
37-38=-852/1839,3 8-3 9=-8 5211 8 3 9, 6)Plates checked for a plus or minus 0 degree
7-39=-852/1839,7-2 0=-64 311 3 9 0, rotation about its center.
6-20=-64311390 7)Gable studs spaced at 1-4-0 cc.
Continued on page 2
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i
Job Truss Truss Type Qty Ply
XCAS6519DS FG01 GABLE 1 2A0188006
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:49 2017 Page 2
I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-z_IW45yYO7emHRAB h9EiRYxZbd7Kkxkl X7V4TgzhycO
LOAD CASE(S)
-Standard
Concentrated Loads(lb)
Vert:2=-1 470(B)9=-914(B)8=-914(B)22=-621(13)
23=-133(B)24=-487(B)25=487(B)26=487(B)
27=-487(B)28=-487(B)29=-502(B)30=-920(B)
32=-914(B)33=-914(B)35=-914(B)36=-914(B)
37=-914(B)39=-920(B)
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Job Truss Truss Type Qty Ply
XCAS6519DS FG02 ROOF SPECIAL GIRDER 1 2 A0188007
Jab Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:50 2017 Page 1
ID:91 ftG_OBvLYIHkW NQ51 ANUyE]5q-RAJuHRzA9QmdvblN Ftfx_IUfJ 1 QBTK—Amn FdO HzhyoN
4-6-7 8-5-13 12-6-0 15-2-3 18-5-10
4-6-7 3-116 4-0-2 2-8-3 3-3-7
1004 MT20HS= 3x6=
Dead Load Dell.=7/16 in
x6= 7x10 MT2 S= 2x 11 x12= 7x14 MT20H8=
15x10= 5 6 7
4
o
\ * I ao
,\ io
N
10 8i
O
3 W3 31 32 9 33 34 ' a
\ Ew
12x18 MT20HS= 15 q
704 MT201-1 5x10 MT20H5=
...__..T..............-.-.--.-.-.4 Y
22 23 24 13 25 26 27 12 28 29 30 11
14
7x6= 8x8= 804= 3x8 11
4-6-7 8-5-13 12-6-0 15-2-3 18-5-10
4-6-7 3-11-6 4-0-2 2-8-3 3-3-7
Plate Offsets(X,Y)— [1:0-4-8,0-2-8],[2:0-3-0,0-3-8],[4:0-5-0,Edge],[6:0-2-4,0-1-12],[7:0-6-12,0-4-0],[8:0-4-4,0-1-4],[9:0-3-8,0-3-8],[10:0-7-8,Edge],[11:0-4-0,0-1-0],
[12:0-3-12,0-4-4],[13:0-4-0,0-4-8],[14:0-0-2,0-4-12],[15:0-2-6,0-1-0]
LOADING(psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.25 11 >866 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.70 11 >305 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.32 15 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Wind(LL) 0.37 11 >585 240 Weight:320 lb FT=0
LUMBER-
TOP CHORD 2x6 SP 2400F 2.0E 7)This truss has been designed fora 10.0 psf bottom
BOT CHORD 2x6 SP 2400F 2.0E`Except` BOT CHORD chord live loads been designed
t with any other live
B2:2x4 SP M 30 14-22=-191/370,22-23=-191/370, loads.
WEBS 2x6 SP No.2'Except* 23-24=-191/370,13-24=-191/370, load This truss has been designed fora live load of
W1,W10:2x8 SP No.2 13-25=-4398/9279,25-26=-4398/9279, 20Apsf truss
the bottom chord in all areas where a
W2,W6:2x4 SP M 30 26-27=-4398/9279,12-27=-4398/9279, rectangle the tall by chord
wide will fit between the
W5:2x6 SP 240OF 2.0E 12-28=-319/719,28-29=-3197719, bottom chord and any other members.
W4,W8:2x4 SP No.3,W9:2x4 SP M 31 29-30=-319/719,11-30=-319/719, 9)Refer to girder(s)for truss to truss connections.
TOP CHORD 10-31=-7960/17875,31-32=-7960/17875,
BRACING- 10-11=-520/1207,5-10=-3 , 10)Provide metal plate or equivalent at bearing(s)15
-796 to support reaction shown.
Structural wood sheathing directly applied or 2-8-14 oc 9-32=-7960/17875,9-33=-873/1944, 11)Provide mechanical connection(by others)of truss
p T except end verticals. 33-34=-873/1944,8-34=-873/1944 to bearing plate capable of withstanding 4641 lb uplift
ROOT CHORD WEBS at joint 14 and 4014 lb uplift at joint 15.
Rigid ceiling directly applied or 10-0-0 oc bracing, 1 0-1 2=-484/1 1 61 5,2-13=-4538/2566, 12)This truss has been designed for a moving
Except: 10-12=-5945/13300,3-10=-7194/18, concentrated load of 200.01b live located at all mid
7-5-2 oc bracing:9-10. 3-9=-47868/2902,-9=-761358/387, panels and at all panel points along the Bottom Chord,
6-9=4789/2134,7-9=-7646/17187, nonconcurrent with any other live loads.
REACTIONS. (lb/size) 6-10=-4855/10954 13)Hanger(s)or other connection device(s)shall be
14 = 9598/Me6hanical
15 = 8960/Mechanical NOTES- provided sufficient to support concentrated load(s)656
Max Uplift 1)2-ply truss to be connected together with 10d Ib down and 649 lb up at 1-7-4,168 lb down and 162
14 = -4641(LC 4) (0.131"x3")nails as follows: Ib up at 3-7-4,1505 lb down and 1273 lb up at 4-6-7,
15 = -4014(LC 4) Top chords connected as follows:2x8-2 rows 522 lb down and 224 lb up at 6-5-10,522 lb down and
Max Grav staggered at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 227 lb up at 8-5-10,522 lb down and 230 lb up at
14 9598(LC 1) oc.
10-5-10,522 lb down and 232 lb up at 12-5-10,and
= 522 lb down and 240 lb up at 14-5-10,and 538 lb
15 = 8960(LC 1) Bottom chords connected as follows:2x6-2 rows down and 264 lb up at 16-5-10 on top chord,and
staggered at 0-7-0 oc,2x4-1 row at 0-9-0 oc. 1367 lb down and 508 lb up at 1-3-4,1367 lb down
FORCES. (lb) Webs connected as follows:2x4-1 row at 0-9-0 oc, and 494 lb up at 3-3-4,1367 lb down and 494 lb up at
Max.Comp./Max.Ten.-All forces 250(lb)or less except 2x6-2 rows staggered at 0-9-0 oc. 5-3-4,1367 lb dawn and 494 lb up at 7-3-4,1360 lb
when shown. 2)All loads are considered equally applied to all plies, down and 588 lb up at 9-3-4,1360 lb down and 602 lb
TOP CHORD except if noted as front(F)or back(B)face in the up at 11-3-4,1360 lb down and 617 lb up at 13-3 4,
1-14=-8148/4097,1-16=-9279/4398, LOAD CASE(S)section.Ply to ply connections have and 1370 lb down and 628 lb up at 15-3 4,and 1360
ifi-17=-9279/4398,2-17=-9279/4398, been provided to distribute only loads noted as(F)or lb down and 649 lb up at 17-3-4 on bottom chord.
2-18=-12107/5409,3-18=-12107/5409, (B),unless otherwise indicated. The design/selection of such connection device(s)is
3-4=-27609/12276,4-19=-27609112276, 3)Wind:ASCE 7-10;Vult=170mph(3-second gust) the responsibility of others.
5-19=-27609/12276,5-20=-27948/12425, Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
6-20=-27948/12425,6-21=-17875/7960, h=15ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
7-21=-1787517960,8-15=-8960/4014, (envelope);Lumber DOL=1.25 plate grip DOL=1.25 LOAD CASE(S) -
7-8=-7334/3275 4)Provide adequate drainage to prevent water Standard
5)Al BOT CHORD l g. 1)Dead+Roof Live(balanced):Lumber Increase=1.25
14-22=-1911370,22-23=-191/370, 5)All plates are MT20 plates unless otherwise ,Plate Increase=
23-24=-191/370,13-24=-191/370, indicated. Uniform Loads{pl1.25
1.
13-25=-4398/9279,25-26=-4398/9279, 6)Plates checked for a plus or minus 0 degree Vert: Loads
11-14=-10,8-10=-10
26-27=-4398/9279,12-27=-4398/9279, rotation about its center. Concentrated Loads(lb)
12-28=-319/719,28-29=-3191719,
Continued on page 2
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Job Truss Truss Type Qty Ply
2
XCAS6519DS FGO2 ROOF SPECIAL GIRDER 1 AO188OO7
Job Reference(optional)
At Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:50 2017 Page 2
I D:91 ftG_OBvLYIHkW NQ51 AN UyEl5q-RAJ uHRzA9QmdvblN Ftlx_IUfJ 1 QBTK_AmnFdOHzhyoN
LOAD CASE(S)
_Standard
Concentrated Loads(lb)
Vert:5=522(B)2=-1505(B)3=-522(B)9=-1370(F)
16=-656(B)17=-168(F)18=-522(B)19=-522(B)
20=-522(B)21=-538(B)22=-1 367(F)24=-1 367(F)
25=-1367(F)27=-1367(F)28=-1360(F)30=-1360(F)
31=-1360(F)34=-1360(F)
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L
Job Truss Truss Type Qty Ply
XCAS6519DS FG03 Flat Girder 1 2 A0188008 Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:51 2017 Page 1
I D:91 ftG—OBvLYIHkW NQ51 AN UyEl5q-vM1GVn_owkvU WlKapaHAWzl sMQw_CyMK_R_AYjzhyoM
0- 12 6-4-0 12-7-4 12 -0
0-2-12 6-3-4 6-3-4 0 -12
Sx6— 1. x4 11 5x6
1 8 9 1 1 1 3
Li
W1 W1
8 F-
13 5 14 4
6 3x8= 3x6 11
3x6 II
0-Qr12 6-4-0 12-7-4 12r8-0
0-6'-12 6-3-4 6-34 0- 112
Plate Offsets(X,Y)— [1:0-3-0,0-2-121,[3:0-3-0,0-2-121
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.06 5-6 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.09 5-6 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.32 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.04 5 >999 240 Weight:141 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 3)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
WEBS 2x4 SP No.3*Except* Standard
h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
WI:2x6 SP No.2 Vert:1=-313(B)2=-187(B)3=-313(B)7=-216(B)
BRACING- (envelope);Lumber DOL=1.25 plate grip DOL=1.25 8=-187(B)9=-187(B)10=-187(B)11=-187(B)
4)Provide adequate drainage to prevent water
TOP CHORD 12=-216(B)
Structural woad sheathing directly applied or 6-0-0 oc 5)Platg.
purlins, except end verticals. rotation
Plates checked for a plus or minus 0 degree
BOT CHORD rotation about its center.
Rigid ceiling direct) applied or 10-0-0 oc bracing. 6)Concentrated loads from layout are not present in
9 9 Y PP 9
Load Case(s):#101 list Moving Load;#201 2nd
REACTIONS. (lb/size) Moving Load;#301 3rd Moving Load;#401 4th
6 1540/0-3-2 (min.0-1-8) Moving Load;#501 5th Moving Load.
4 1540/0-3-2 (min.0-1-8) 7)This truss has been designed for a 10.0 psf bottom
Max Uplift
chord live load nonconcurrent with any other live
P loads.
6 -1266(LC 4) 8)*This truss has been designed for a live load of
4 = 1274(LC 4) 20.Opsf on the bottom chord in all areas where a
Max Grav rectangle 3-6-0 tall by 2-0-0 wide will fit between the
6 1540(LC 1) bottom chord and any other members.
4 1540(LC 1) 9)Provide mechanical connection(by others)of truss
FORCES. (lb) to bearing plate capable of withstanding 1266 lb uplift
at joint 6 and 1274 lb uplift at joint 4.
Max.Comp./Max.Ten.-All forces 250(lb)or less except
10)This truss has been designed for a moving
when shown. concentrated load of 200.Olb live located at all mid
TOP CHORD panels and at all panel points along the Bottom Chord,
1-7=-1634/1192,7-8=-1634/1192, nonconcurrent with any other live loads.
8-9=-1634/1192,2-9=-1634/1192, 11)Hanger(s)or other connection device(s)shall be
2-1 0=-1 634/1192,10-11=-1634/1192, provided sufficient to support concentrated load(s)400
11-12=-1634/1192,3-12=-1634/1192, Its down and 413 lb up at 0-3-8,216 lb down and 206
1-6=-1476/1283,3-4=-1475/1291 lb up at 1-0-12,187 lb down and 227 lb up at 3-0-12,
WEBS 187 lb down and 227 lb up at 5-0-12,187 lb down and
1-5=-1217/1665,2-5=-1249/1083, 227 lb up at 6-4-0,187 lb down and 227 Its up at
3-5=-1217/1665 7-7-4,187 lb down and 227 lb up at 9-7-4,and 216 lb
NOTES- down and 208 lb up at 11-7-4,and 393 lb down and
1)2-ply truss to be connected together with 10d 420 lb up at 12-4-8 on top chord. The
(0.131"x3")nails as follows: design/selection of such connection device(s)is the
Top chords connected as follows:2x4-1 row at 0-7-0 oc responsibility of others.
,2x6-2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows:2x4-1 row at LOAD CASE(S)
0-9-0 oc. Standard
Webs connected as follows:2x4-1 row at 0-9-0 oc. 1)Dead+Roof Live(balanced):Lumber Increase=1.25
2)All loads are considered equally applied to all plies, Plate Increase=1.25
except if noted as front(F)or back(B)face in the LOAD Uniform Loads(plf)
CASE(S)section.Ply to ply connections have been
provided to distribute only loads noted as(F)or(B), Vert:1-3ra7e,Loads
0
L
unless otherwise indicated. Concentrated Loads(lb)
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➢e9ltegPsreuasle#'etltr;ffut st.-tq�610 nlltrrrsffi[ii Iped'3tlttrlfik r(r p.uelSlthkicCa(rlSpri{Ekel1 I rfkAeiltl tttatr dpiia a Ifll[5vn@enst "*nitu tnfi,SttdP h+ROs+:ea;iioss0e.�fy:,,rstdl s Ymn3n.:ukis 4451 St.Liii Blvd
,itleiwnk6ufEtl(xrtiiiiguEgn,snreclraipnssm(lttN,lAelr s6tsa[y�xiis/01f4eGllerfiei!9�ri istsne:.�pvtta =e,u97,,.4b�plld istxa,nttieFg fam. Fart ,FL`349Ao
(oppig519.7016AdR,oitpasses-.AciRonyTTm`.ui101,ReOmID N61 f ibis docnment,inbuyferm,i sp tobio.edwBhoutthiwifitap amissicafromAIR,uf m liiet-lrthbnyfTm5.i1f,P.E:
Job Truss Truss Type Oty PIY
A0188009
XCAS6519DS HJ3 DIAGONAL HIP GIRDER 4 1
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:51 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyE]5q-vMtGVn_owkvU WlKapaHAWzi uUQwQCOJK_R_AYzhyoM
-1-10-10 2-6-0 4-2-3
1-10-10 2-6-0 1-8-3
3
• 2.83 F12
7
2 T1
• 1.5x4 II
1
B1
8 4
A'
5
3x6 11
4-2-3
4-2-3
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) -0.02 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MR Wind(LL) -0.01 4-5 >999 240 Weight:18Ib FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss
BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 59 lb uplift at
WEBS 2x4 SP No.3 joint 3 and 202 lb uplift at joint 5.
OTHERS 2x4 SP No.3 7)Hanger(s)or other connection device(s)shall be
BRACING-
TOP CHORD provided sufficient to support concentrated load(s)124
lb down and 137 lb up at 1-4-9,and 124 lb down and
Structural wood sheathing directly applied or 4-2-3 oc St r except end verticals. 137 lb up at 1-4-9 on top chord,and 24 lb down and
BOT CHORD 45 lb up at 1-4-9,and 24 lb down and 45 lb up at
1-4-9 on bottom chord. The design/selection of such
Rigid ceiling directly applied or 10-0-0 oc bracing.
connection device(s)is the responsibility of others.
MiTek recommends that Stabilizers and required 8)In the LOAD CASE(S)section,loads applied to the
cross bracing be installed during truss erection,in face of the truss are noted as front(F)or back(B).
accordance with Stabilizer Installation quide.
REACTIONS. (lb/size) LOAD CASE(S)
3 = 66/Mechanical Standard
5 = 235/0-10-15 (min.0-1-8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
4 = 21/Mechanical ,Plate Increase=125
Max Horz Uniform Loads(plf)
5 = 92(LC 4) Vert:1-2=-70,2-3=-70,4-5=-20
Max Uplift Concentrated Loads(lb)
3 = -59(LC 8) Vert:7=117(F=59,B=59)8=60(F=30,B=30)
5 = -202(LC 4)
Max Grav
3 = 66(LC 1)
5 = 235(LC 1)
4 = 61(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vuit=170mph(3-second gust)
Vas4=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf;
h=11ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope);Lumber DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)TtTis truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
a•ly riennm;ur��; a_iim tiCiis s_t�;-stc3itiiuss,�s�n:�es�usreuvnajeu�5a'[ew.iri�ni�ur+ r r w e�nEu, aii s,_ �n •ynn'a�;aner�i rir n;r u� n ierine �is:cn:isr�t anru sir '.
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-E:
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i 445iStLuoe6lvd,.
Ar
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Job Truss Truss Type Qty ply
XCAS6519DS HJ3E DIAGONAL HIP GIRDER 2 1 A0188010 '
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@al truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:52 2017 Page 1
ID:91ftG_OBvLYIHkWNQ51ANUyEI5q-NZRei7?Qg21 L8uumMHoP3AZ34gFYxTZTD5kk49zhyoL
-1-10-10 2-6-0 4-2-3
1-10-10 2-6-0 1-8-3
3
2.83 F12 -
I
7 _
2 T1
1.Sx4 II
1
131
8 4
5 3x6 11
4-2-3
4-1-13
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.01 4-5 >999 360 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.01 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.03 4-5 >999 240 Weight:18 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss
BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 60 lb uplift at
WEBS 2x4 SP No.3 joint 3,293 lb uplift at joint 5 and 70 lb uplift at joint 4.
OTHERS 2x4 SP No.3
BRACING-
7)Hanger(s)or other connection device(s)shall be
TOP CHORD provided sufficient to support concentrated load(s)126
Structural wood sheathing directly applied or 4-2-3 oc Ib down and 137 lb up at 1-5-4,and 126 lb down and
puriins, except end verticals. 137 lb up at 1-5-4 on top chord,and 78 lb down and
BOT CHORD 46 lb up at 1-5-4,and 78 lb down and 46 lb up at
Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5-4 on bottom chord- The design/selection of such
connection device(s)is the responsibility of others.
MiTek recommends that Stabilizers and required 8)In the LOAD CASE(S)section,loads applied to the
cross bracing be installed during truss erection,in face of the truss are noted as front(F)or back(B).
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) LOAD CASE(S)
3 = 65/Mechanical Standard
5 = 237/0-3-11 (min.0-1-8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
4 = 20/Mechanical ,Plate Increase=1.25
Max Horz Uniform Loads(plo
5 = 95(LC 4) Vert:1-2=-70,2-3=-70,4-5=-20
Max Uplift Concentrated Loads(lb)
5 = 293(C 4) Vert:7=117(F=59,B=59)8=62(F=31,B=31)
4 = -70(LC 4)
Max Grav
3 = 65(LC 1)
5 = 237(LC 1)
4 = 59(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust) _
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope);porch left exposed;Lumber DOL=1.25 plate
grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads-
4)'This truss has been designed for a live load of
20-Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
v.,aug fl 8 anNtre.ia A 1110,7163,Si7',aeEk3At tdRS6[Jkn ll;,liS fgfiCOPYPdi 1&A9S.f0"aY 11,(zn.�IerEl! I,rx,.,fut tel red ae s t5 srnµ unfg P 1pds,+�de lers ll Lzka Ui;r le!v t�SleaSEelm na Crins eEa lse ra! to l6n,edj
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ttia�d� ntwprr,llsr n�1 ,�,armtc t�c`nittaumm�px.�n:wt� � ai xhdArs.n;derstalntlalklrgcdde !r'tt tp rrndirs 1^n l�grd rner an�snjhnry I j:usnro-Ami•aa;i;asers� .r, r.�nl�; �.80083 '
nr.u�garyrasoaeip mtatettan4nto lr,egeaitlpedmstnei�urr�, Isfinutrsrwausgra6:�,nrvlSSAra'aln lw�Yar.�,a rFFit,Sxtnrreir htletnll:nitdnlstUennaraiaitCr'rant"seedlnssMuhdneduleis.
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� (appigh1�1016 AJ isofLnstac-Arihnayrim�e A(,P.f;R;prodon�>r;lihis documint,inanp}oTm,rl ptoh�gzd xnEoutthearitienpeimisties ham6�li of T,nfizs::AChonyi T;cEo ti(,P.F: "
I
Job Truss Truss Type Qty Ply
XCAS6519DS HJ3F DIAGONAL HIP GIRDER 2 1 A0188011
Jab Reference o tional
Al Roof Trusses,Fort Pierre,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:03:52 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-NZRei7?Qg21 L8uumMHoP3AZ39gFjxSYTD5kk49zhyoL
1-10-10 1 4�8 2-9-9 4-2-3 ,
1� 1-4-15 0-3-9 1-1-1 1
2.83 12 4
3x4�
1 3 to
1.5x4 II 2
1
oc�( 12 8 2x 6 5
9
4x6 11
3
10
1.5x4 11 3x4=
0-Q-6 1-8-8 4-2-1 ,
0113 1-8-2 2-5-11
Plate Offsets(X,Y)— [6:Edge,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.02 7 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) 0.07 6 n/a n/a
BCDL 10.0 Code FBC2014ffP12007 Matrix-MS Wind(LL) 0.03 7 >999 240 Weight:30 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)
BOT CHORD 2x4 SP No.2 Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
WEBS 2x4 SP No.3*Except* h=18ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
W2:2x4 SP No.2
OTHERS 2x4 SP No.3 (envelope);porch left exposed;Lumber DOL=1.25
BRACING- plate grip DOL=1.25
TOP CHORD 3)Plates checked for a plus or minus 0 degree
Structural wood sheathing directly applied or 4-2-3 oc rotation about its center.
uriins except end verticals. Except: 4)This truss has been designed for a 10.0 psf bottom
10-0-0 oc bracing:7-8
p p chord live load nonconcurrent with any other live
BOT CHORD loads.
5)'This truss has been designed for a live load of
Rigid ceiling directly applied or 6-0-0 oc bracing. 20.Opsf on the bottom chord in all areas where a
MiTek recommends that Stabilizers and required Y
rectangle 3-6-0 tall b 2-0-0 wide will fit between the
9
cross bracing be installed during truss erection,in bottom chord and any other members.
accordance with Stabilizer Installation guide. 6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss
REACTIONS. (lb/size) to bearing plate capable of withstanding 75 lb uplift at
4 = 90/Mechanical joint 4,422 lb uplift at joint 9 and 123 lb uplift at joint 6.
9 = 359/0-3-11 (min.0-1-8) 8)Non Standard bearing condition. Review required.
6 = 58/Mechanical 9)Hanger(s)or other connection device(s)shall be
Max Horz provided sufficient to support concentrated load(s)160
4 = -312(LC 28) lb down and 92 lb up at 1-5-4,and 156 lb down and
9 = 266(LC 34) 62 lb u at 1-5-4 on to chord,and 77 lb down and 45
Max Uplift p p
P lb up at 1-4-9 on bottom chord. The design/selection
4 = -75 LC 26
f ) of such connection device(s)is the responsibility of
9 = -422(LC 4) others.
6 = -123(LC 6) 10)In the LOAD CASE(S)section,loads applied to the
Max Grav face of the truss are noted as front(F)or back(B).
4 = 97(LC 19)
9 = 362(LC 28)
6 = 151(LC 30) LOAD CASE(S)
Standard
FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25
when shown. Uniform Loads(plf)
TOP CHORD Vert:1-2=-70,2-3=-70,3-4=-70,8-9=-20,5-7=-20
2-11=-594/396,3-11=-513/375, Concentrated Loads(lb)
3-4=-326/248,2-9=-310/350 Vert:11=-36(F=-19,B=-16)12=30(B)
BOTtHORD
9-12=-282/379,8-12=-282/379
NOTES-
1)Unbalanced roof live loads have been considered for
this design.
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Job Truss Truss Type Qty Ply ,
XCAS6519DS HJ3P DIAGONAL HIP GIRDER 8012
2 1 A018
LbReferenre(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:53 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 AN UyEISq-rl?OwT03RL9Cm2Tyw?JebO6E_EcOgvpdSITHcbzhyoK
1-10-10 2-6-0 4-2-3
1-10-10 2-6-0 1-8-3
3
2.83 F12
7
2 T1
1.5x4 II
1
B1
0 8 4
5
3x6 11
4-2-3
4-2-3
LOADING(psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.01 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.02 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MR Wind(LL) 0.03 4-5 >999 240 Weight:18 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss
BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 59 lb uplift at
WEBS 2x4 SP No.3 joint 3,278 lb uplift at joint 5 and 66 lb uplift at joint 4.
BRACOTHERS 2x4 SP No.3 7)Hanger(s)or other connection devices shall be
TOP CIHORD provided sufficient to support concentrated load(s)124
Structural wood sheathing directly applied or 4-2-3 oc lb down and 137 lb up at 14-9,and 124 lb down and
purlins, except end verticals. 137 lb up at 14-9 on top chord,and 75 lb down and
BOT CHORD 45 lb up at 1-4-9,and 75 lb down and 45 lb up at
Rigid ceiling directly applied or 10-0-0 oc bracing. 14-9 on bottom chord. The design/selection of such
connection device(s)is the responsibility of others.
MiTek recommends that Stabilizers and required 8)In the LOAD CASE(S)section,loads applied to the
cross bracing be installed during truss erection,in face of the truss are noted as front(F)or back(B).
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) LOAD CASE(S)
3 = 66/Mechanical Standard
5 = 235/0-10-15 (min.0-1-8) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
4 = 21/Mechanical ,Plate Increase=125
Max Horz Uniform Loads(plf)
5 = 92(LC 4) Vert:1-2=-70,2-3=-70,4-5=-20
Max Uplift Concentrated Loads(lb)
5 = -278((C 4) Vert:7=117(F=59,B=59)8=60(F=30,B=30)
4 = -66(LC 4)
Max Grav
3 = 66(LC 1)
5 = 235(LC 1)
4 = 61(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=13ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope);porch left exposed;Lumber DOL=1.25 plate
grip DOL=125
2)Plates checked for a plus or minus 0 degree rotation P
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
4)`This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
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I
Job Truss Truss Type Qty Ply
XCAS6519DS HJ4 DIAGONAL HIP GIRDER 1 1 A0188013
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@allruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:53 2017 Page 1
I D:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-r1?OwT03RL9Cm2Tyw?JebO6DAEZggvpdSlTHcbzhyoK
1-10-10 3-5-11 6-1-8
1-10-10 3-5-11 2-7-13
3
• 2.83 V2
8 m
7 1 n
c?CV
2
• 1.5x4 II
11 131
11 e• 6 9 10 4
5
3x6 11
6-1-8
6-1-8
LOADING(pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP
TCLL 20-0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.07 4-5 >966 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.13 4-5 >542 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.04 3 n/a n/a
BCDL 10.0 Code FBC2014/rP12007 Matrix-MR Wind(LL) -0.03 4-5 >999 240 Weight:24 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)Provide mechanical connection(by others)of truss
BOT CHORD 2x4 SP No.2 to bearing plate capable of withstanding 125 lb uplift at
WEBS 2x4 SP No.3 joint 3 and 218 lb uplift at joint 5.
OTHERS 2x4 SP No.3 BRACING- 7)Hanger(s)or other connection device( )s shall be
TOP CHORD provided sufficient to support concentrated load(s)124
Structural wood sheathing directly applied or 6-0-0 oc lb down and 137 lb up at 1-4-9,124 lb down and 137
purfins, except end verticals. lb up at 1-4-9,and 51 lb down and 60 lb up at 4-2-8,
BOT CHORD and 51 lb down and 60 lb up at 4-2-8 on top chord,
Rigid ceiling directly applied or 10-0-0 oc bracing. and 24 lb down and 45 lb up at 1-4-9,24 lb down and
45 lb up at 1-4-9,and 14 Ill down at 4-2-8,and 14 lb
MiTek recommends that Stabilizers and required down at 4-2-8 on bottom chord. The design/selection
cross bracing be installed during truss erection,in of such connection device(s)is the responsibility of
accordance with Stabilizer Installation uide. others.
)In the LOAD CASE(S)
REACTIONS. (lb/size) face of a truss nosed as section,
front(F)or the
back(B)
facet
3 = 158/Mechanical
5 = 29210-10-15 (min.0-1-8)
4 = 47/Mechanical LOAD CASE(S)
Max Horz Standard
5 = 117(LC 4) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
Max Uplift Plate Increase=1.25
3 = -125(LC 8) Uniform Loads(plf)
5 = -218(LC 4) Vert:1-2=-70,2-3=-70,4-5=-20
Max Grav Concentrated Loads(lb)
3 = 158(LC 1) Vert:7=117(F=59,B=59)9=60(F=30,B=30)
5 = 292(LC 1)
4 = 106(LC 3)
FORCES. (lb)
Max-Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-281/220
NOTFS-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=11ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope);Lumber DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10-0 psf bottom
chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
5)Refer to girder(s)for truss to truss connections.
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Job Truss Truss Type 1Q'y
Ply
XCAS6519DS HJ5 Diagonal Hip Girder 1 1 AO188O14
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 312016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:54 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-JxYP7pOhC1H3OC29Uigt8beT2exdPLzmhPDr92zhyoJ
-1-10-10 3-8-14 7-0-2
1-10-10 3-8-14 3-34
4
2.83 12 Dead Load Defl.=1/8in
3x4
11
3
1 '
10
1.5x4 II 2 W 3
i 2
°9g91 1
Q• 12 13 7 14 15 6
6• 6•
8 1.5x4 II 5
4x4 3x4=
3-8-14 7-0-2
3-8-14 3-34
Plate Offsets(X,Y)- [2:0-1-13,0-0-0),(8:0-1-11,0-0-6)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.13 7 >650 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.29 VerI -0.31 7 >261 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(TL) -0.19 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.07 7 >999 240 Weight:31 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30 5) This truss has been designed for a live load of
BOT CHORD 2x4 SP M 30 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING- 6)Refer to girder(s)for truss to truss connections.
TOP CHORD 7)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 6-0-0 oc to bearing plate capable of withstanding 95 lb uplift at
pT joint 4,199 lb uplift at joint 8 and 49 lb uplift at joint 5.
ROOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8)This truss has been designed for a moving
concentrated load of 200.O1b live located at all mid
REACTIONS. (lb/size) panels and at all panel points along the Bottom Chord,
4 = 165/Mechanical nonconcurrent with any other live loads.
8 = 276/0-10-15 (min.0-1-8) 9)Hanger(s)or other connection device(s)shall be
5 = 98/Mechanical provided sufficient to support concentrated load(s)133
Max Horz lb down and 137 lb up at 14-9,133 lb down and 137
8 = 131(LC 4) Ib up at 1-4-9,and 53 Ib down and 58 Ib up at 4-2-8,
Max Uplift and 53 lb down and 58 lb up at 4-2-8 on top chord,
4 = -95(LC 8) and 24 lb down and 45 lb up at 14-9,24 lb down and
8 = -199(LC 4) 45 lb up at 1-4-9,and 14 lb down at 4-2-8,and 14 lb
5 = 49(LC 8) down at 4-2-8 on bottom chord. The design/selection
Max Grav of such connection device(s)is the responsibility of
4 = 165(LC 1) others.
8 = 419(LC 18) 10)In the LOAD CASE(S)section,loads applied to the
5 = 264(LC 17) face of the truss are noted as front(F)or back(B).
FORCES. (lb) LOAD CASE(S)
Max.Comp./Max.Ten.-All forces 250(lb)or less except Standard
when shown. 1)Dead+Roof Live(balanced):Lumber Increase=1.25
NOTES- Plate Increase=1.25
1)Wind:ASCE 7-10;Vult=170mph(3-second gust) Uniform Loads(plf)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=S.Opsf; Vert:1-4=-70,5-1
h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS Concentrated Loads(lb)
(envelope);cantilever left and right exposed;Lumber Vert:10=117(F=59,B=59)12=60(F=30,B=30)
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3 Concentrated loads o layout are o present
I ) from y r not pr nt in _
Load Case(s):#101 1st Moving Load;#201 2nd Moving
Load;#301 3rd Moving Load;#401 4th Moving Load;
#501 5th Moving Load;#601 6th Moving Load;#701
7th Moving Load.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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--� 4451.St Lude Blvd.
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i
Job Truss Truss Type Qty Ply
XCAS6519DS HJ7 DIAGONAL HIP GIRDER 1 1 A0188015
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:54 2017 Page 1
I D:91 ftG—OBvLYIH kW NQ51 ANUyElSq-JxYP7pOhCfH3OC29Uigt8beOHevtPl—mhPDr92zhyoJ
1-10-10 5-10-5 9-10-1
4-10 5-10-5 3-11-12
4 Dead LoJ'Defl. 1116 in
• 2.83 F12
0
3x4: 1
3
• 11 m
v
�N
10 S
s 2
1.Sx4 II
1
6' 13 14 7 15 6
6, g
8 1.5x4 11 3x4=5
46 11
5-10-5 9-10-1
5-10-5 3-11-12
Plate Offsets(X'Y)— [8:0-3-12 0-2-0
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (Ioc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 6-7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.10 6-7 >999 240
BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(TL) -0.05 4 n/a n/a
BCDL 10.0 Code FBC2014frP12007 Matrix-MS Wind(LL) 0.05 7 >999 240 Weight:44 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
WEBS 2x4 SP No. *Except* Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
W 2x6 SP No No.2 h=12ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
OTHERS 2x4 SP No.3 (envelope);Lumber DOL=1.25 plate grip DOL=1.25
BRACING-TOP CHORD 2)This truss is not designed to support a ceiling and is Structural wood sheathing directly applied or 5-11-1 oc not intended for use where aesthetics are aconsideration.
purT except end verticals. 3)Plates checked for a plus or minus 0 degree
ROT CHORD rotation about its center.
Rigid ceiling directly applied or 9-10 4 oc bracing. 4)This truss has been designed for a 10.0 psf bottom
MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live
cross bracing be installed during truss erection,in loads.
accordance with Stabilizer Installation guide. 5)'This truss has been designed fora live load of
20.Opsf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
4 = 145/Mechanical bottom chord and any other members.
8 = 475/0-10-15 (min.0-1-8) 6)Refer to girder(s)for truss to truss connections.
6 = 343/Mechanical 7)Provide mechanical connection(by others)of truss
Max Horz to bearing plate capable of withstanding 107 lb uplift at
8 = 166(LC 4) joint 4,294 lb uplift at joint 8 and 146 lb uplift at joint 6.
Max Uplift 8)Hanger(s)or other connection device(s)shall be
4 = -107(LC 4) provided sufficient to support concentrated load(s)125
8 = -294(LC 4) Ib down and 137 lb up at 1-4-9,125 lb down and 137
6 = -146(LC 8) Ib up at 1-4-9,51 lb down and 60 lb up at 4-2-8,51 lb
Max Grav down and 60 lb up at 4-2-8,and 96 lb down and 125
4 = 145(LC 1) lb up at 7-0-7,and 96 lb down and 125 lb up at 7-0-7
8 = 475(LC 1) on top chord,and 24 lb down and 45 lb up at 1-4-9,
6 = 343(LC 1) 24 lb down and 45lb up at 1-4-9,14 lb down at 4-2-8,
14 lb down at 4-2-8,and 37 lb down at 7-0-7,and 37
FORCES. (lb) lb down at 7-0-7 on bottom chord. The
Max.Comp./Max.Ten.-All forces 250(lb)or less except design/selection of such connection device(s)is the
when shown. responsibility of others.
TOP.CHORD 9)In the LOAD CASE(S)section,loads applied to the
2-10=-677/282,10-11=-685/290, face of the truss are noted as front(F)or back(B).
3-11=-640/287,2-8=-439/273
BOT CHORD
8-13=-347/627,13-14=-347/627, LOAD CASE(S)
7-10-347/627,7-15=-347/627, Standard
6-15=-347/627 1)Dead+Roof Live(balanced):Lumber Increase=1.25
WEBS ,Plate Increase=1.25
3-6=-688/381 Uniform Loads(plf)
Vert:1-2=-70,2-4=-70,5-8=-20
Concentrated Loads(lb)
Vert:10=117(F=59,B=59)12=-93(F=47,B=47)
13=59(F=29,B=29)15=-37(F=-19,B=-19)
nnsiq fl flupilfn:k it Al lni'l..Ic Si3,.eRllI I'Mi JiOn:AS 6RIA"im3]3IXAC'Poi€[bYE%1'.Lvo.�tc�f sppss zten trlYeel oas tnat fnss1'esiS Or �(1[/'Io ilVelstexil isske N;Pslk'sSMileYn+w_CetnsCar¢rdl te160,edj
t
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Wn:dn t�rPflH� neap se�tjdreCm n c.ansmn t gi'�2SnILs3 � y.ndtl;fn;lr_m¢ tMdsIY+Jls�se�WiFll tie,fp'ddn!oD !.ifiga do 1 sdtr3ror,,d g;nsh c,. it ysSaf�x �_n!nld; BU083., '
i1:>i'tgOs+gre axis e�tsr a�fec�ss.�n�o to siM;prtCitii bred sdt'Isii.r(,.ted 5v`st119srzirn{I(SOf 11T Ie lSbA eiYdn t6cf.nag�xt.IfFl "till l�s,o� ,usl:Ix rn hg ea"ullrtssY;hdun:N<ss 4451St Lur:ie.8lvtl,.
f finer: &iuklSrrisene{I sgrsdgptpn llrlp rydl�tM;idp nsUes pp ragaeHGL^ttle knilbp Nitpp{r rL ss.Ines Njnwv ,l lOq..)114i itl Haim isGi 1:TIN - d
•, _ _ Foik.Pier
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Job Truss Truss Type city ply
XCAS6519DS HJ7C DIAGONAL HIP GIRDER 1 1 A0188016 '
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:55 2017 Page 1
ID:91ftG_OBvLYIHkWNQ51ANUyElSq-n76nL81JzzPv?MdL2QL6hpBa028T8j6vv3yOhUzhyol
-1-10-10 2-5-11 4-7-13 5-1-25-6-6 7-6-7 9-10-1
1-10-10 2-5-11 2-2-3 0-5-40.5-0 2-0-1 2-3-10
6 6 Dead oad Deff.=114 in
2.83 12
s
5
7x10 MT20HSII
4
3
T ,
17
3x8=
2x4 II 2 92 19 8 0
1 3x4=
c 6' 18
s s. 9
2x4 If
4x4=
4-7-13 9-10-1
4-7-13 0-2-2 0-6-7 4,3-11
Plate Offsets(X,Y)— [1:0-2-4,0-1-0),[2:0-2-3,0-1-10],[3:0-5-2,0-1-8),[4:0-2-1,0-0-01,[5:0-3-0,0-2-12)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.14 14 >836 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.36 14 >325 240 MT20HS 187/143
BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) 0.12 7 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Wind(LL) 0.27 14 >439 240 Weight:50 lb FT=0
LUMBER-
TOP CHORD 2x6 SP 2400F 2.0E 3)Plates checked for a plus or minus 0 degree
BOT CHORD 2x4 SP No.2`Except` rotation about its center.
B2:2x6 SP No.2 4)This truss has been designed for a 10.0 psf bottom
WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live
OTHERS 2x4 SP No.3 loads.
BRACING-TOP CHORD 5)`This truss has been designed for a live load of Structural wood sheathing directly applied or 6 20.Opsf on the bottom chord in all areas where a-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOT CHORD
pT bottom chord and any other members.
Rigid ceiling directly applied or 5-8-12 oc bracing. 6)Refer to girder(s)for truss to truss connections.
7)Provide mechanical connection(by others)of truss
REACTIONS. (lb/size) to bearing plate capable of withstanding 75 lb uplift at
6 = 100/Mechanical joint 6,801 lb uplift at joint 2 and 318 lb uplift at joint 7.
2 = 641/0-10-15 (min.0-1-8) 8)Hanger(s)or other connection device(s)shall be
7 = 514/Mechanical provided sufficient to support concentrated load(s)106
Max Horz lb down and 106 lb up at 1-10-3,106 lb down and 106
2 = 183(LC 4) lb up at 1-10-3,and 137 lb down and 147 lb up at
Max Uplift 7-6-1,and 137 lb down and 147lb up at 7-6-1 on top
6 = -75(LC 4) chord,and 19 lb down and 11 lb up at 1-10-3,19 lb
2 = -501(LC 4) down and 11 lb up at 1-10-3,89 lb down and 100 lb
7 = -318(LC 8) up at 4-5-1,89 lb down and 100 lb up at 4-5-1,and 9
Max Grav lb down at 7-6-1,and 9 lb down at 7-6-1 on bottom
6 = 100(LC 1) chord. The design/selection of such connection
2 = 641(LC 1) device(s)is the responsibility of others.
7 = 514(LC 1) 9)In the LOAD CASE(S)section,loads applied to the
face of the truss are noted as front(F)or back(B).
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except LOAD CASE(S)
when shown.TOP CHORD Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25
2-17=-728/445,3-17=-690/443,4-5=-1355/880 ,Plate Increase=1.25
BOT CHORD Uniform Loads(plf)
2-18=-505/642,9-18=-505/642, Vert:1-0=-70,9-11=-20,7-14=-20
4-19=-982/1433,8-19=-982/1433 Concentrated Loads(lb)
WEBS Vert:9=-178(F=-89,B=-89)5=-167(F=-83,B=-83)
5-8=-1517/1040 17=90(F=45,B=45)
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope);cantilever left and right exposed;Lumber
DOL=1.25 plate grip DOL=1.25
2)All plates are MT20 plates unless otherwise indicated.
Wnxiy Fl =ntntsdraiin ht d110 1CS53s5 5,:nii94t ii(Mid(OkU II:IiS(J11G4t'Utr3t Uk arEL5klikl lan-lydr6 7 P a s N¢la:s :sa 1 s to y D xe3�lrloidNe dcn yl i YI'r lea Yke ekine -Cd oi-ra>»1lani iPfi ly
p6ka"tithsndl keset ro C011e loll ds irQ'D..41—jasf-ip Gti �n Txl a yTo'q''dielcyta:AtuFlcru el x; it esyaa;�tStl4,ix t s�sd"+.(shlk(m hfl-de tie lCC ly of lri i.iiftpa+ue�a;,[-ml on,;.064 AnthCn'T.�rombb lu,P E.
adnedh. ta;artQi 1 ne sr arA@C iC n''&+ ftd'4 D.leif eB.it. xe rt dAns Fl::de R( /hs lsxlSxlL giiN tee itFl r,tp ddne l'0 lay fieie t'nei sN•CntkseiLeyl i.nshf 5.ew1� d;IC {.uSdnj d: P 80083
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' �iad 1tfil: F& Pierce,FL,34946 51,.St Luclo6W,
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i
teppighL�,YU16 R I i.oiLasszs knmpnp i T.m,e,it;P.E;Re ladod.x of this du(um-Pt:in any Poem is piphlkiizd wnhont ffis.xiinen peimissiaa fiom.A7l 6•otim3izi=fihouy is Tee@e lli,.P.E;
Job Truss Truss Type Qty Ply
XCAS6519DS J3 JACK-OPEN 16 1 A0188017
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:56 2017 Page 1
ID:91 ftG_OBvLYIHkW NQ51 ANUyElSq-GKg9YU2xkGXmdWCXb7sLDOkpIRfltGY38jixDwzhyoH
-1-4-0 3-M
1 4-0 3-0-0
3
4.00 12
� o
2 T1 19
,7
1.5x4 II
1
B1
4
5
3x6 II
3-0-0
3-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.00 4-5 >999 360 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) -0.01 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n1a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.00 5 "" 240 Weight:13 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-d wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING- 5)Refer to girder(s)for truss to truss connections.
TOP CHORD 6)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 3-0-0 oc to bearing plate capable of withstanding 68 lb uplift at
purlins, except end verticals. joint 3 and 166 lb uplift at joint 5.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 70/Mechanical
5 = 257/0-8-0 (min.0-1-8)
4 = 28/Mechanical
Max Horz
5 = 92(LC 8)
Max Uplift
3 = -68(LC 12)
5 = -166(LC 8)
Max Grav
3 = 70(LC 1)
5 = 257(LC 1)
4 = 56(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-229/360
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=11ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)zone;C-C for members
and?orces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
'9nty-flmrctltrcyFl!teiw I 111<I .11653,5'.i3,n[ti3Ari UJ56 U401k"6S!9S7Ctl'P'fd')S117i90irLkYfkl Blatt�tcX!$r�/1u.ern ttllHl .s nlMS lrtts4e l!7 nt1�McldtlNipurl.itxkF felt 4ht'E S!IEele�.n.:Wtue"x-�st Gl lmdt lCO,etl(
i4titcs�te tWt,f!ttllk 'l'uuls�ds u I ro:s rtr,rtis!ra,Mbpt.,atss���, i�ry�tum®;ctr+Mtant!,t pd pS �q t:p Aw!1. ret.-a!�c cai rn r!a aE a:mo it to in! sti�t .� t;,_uxts,��s,,i,srat - Anthcriy T:Tomboll[ P-E:
ainedr �!rnray w pter�;tle.c a c.tn,aatmteytsnn.r�ir� a it@.e eh1A61R-tttl4 Iht13ISLtriltailr4l rN,!!iIdmirU t fajm au 1 mdnyMdgn ! ,t um�+ sstrr e. + ,sn!� T6in "
IIt;r3lo!CSrpzrtH Gll'I�R 41!ECI5,21t1'A PAID rSt raGuitrrt�e,dr ra>•.i6!ettc5 ei�i Eac�nsnF u.e;ril asw et it tarr sapr>• R}1 t�iu,ncnii *li,_.I�iiaAral soutir,irtssCa±,p ty<nReircnrm!t .etit,:: 4g5i SL tude 6A,.
_ �tler+inEeM ik t'>Fpgtigtd!t 5.hxelpi!ta nt_efelaYelro OtsseD3at(hC7N1 drliup�isi�tri t<tnes.�rlr nd ,r�u`�y.,auarnmi:d� �n�tae�Ircml,
teppig6i�-1p16pJ r.niLatses-.Aef5�nyTT m�e tltP.P Rt indatlaa�116isdumment;in ony hrm,is piohiEgzdwi!hootihe.tnmig peimisiioo Geti4li uttiu;uY"".A�(hooyi T.c5o lll;P.F:
Job Truss Truss Type Qty Ply
XCAS6519DS J3E JACK-OPEN 10 1 A0188018
Jab Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:56 2017 Page 1
ID:91 ftG_OBvLYIHkW NQ51 ANUyE]5q-GKg9YU2xkGXmd W CXb7sLDOkINRabtGY38jjxDwzhyoH
-1-4-0 3-0-0
1-4-0 3-0-0
3
4.00 F12
2 T1 m
ih
1.5x4 II
1 •
131
4
0 0
5
4x6 11
3-0-0
3-0-0
Plate Offsets(X,Y)— [5:0-4-0,0-2-0)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.00 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.01 4-5 >999 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.02 4-5 >999 240 Weight:13 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING-TOP CHORD 5)Refer to girder(s).for truss to truss connections.
6)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 3-0-0 oc to bearing plate capable of withstanding 71 lb uplift at
BOT CHORD joint � an up
purT except end verticals. oint 3,231 lb uplift at joint 5 d 42 lb lift at joint 4.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 70/Mechanical
5 = 257/0-8-0 (min.0-1-8)
4 = 28/Mechanical
Max Horz
5 = 96(LC 8)
Max Uplift
3 = -71(LC 12)
5 = -231(LC 8)
4 = -42(LC 8)
Max Grav
3 = 70(LC 1)
5 = 257(LC 1)
4 = 56(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-229/627
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=18ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)zone;porch left
exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.25 plate grip
DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
aneug Fl mnetkl.nrk hG 1110 '14KS3(5 3�>E[3Al iTW6 W%D lj.-0S?YS?GYj i7r3t O:fi9n,[LbuEll'Ya¢lr:ds lupt -_�rrt.gieil seeIIa:lnss CesT Dre.ul;IDr,cidNean jE T.ka f';E We:sSkrtEeimen._klrssCeiite rllnNe iF�;,e,Elj
WsTi%iraCe ilehsskllku!#s7'CDpF sd+tA Im On1Ei9 x(tr Sj sty.Feli ).tt ssl sa ea)i6"s i<I nUfineCti^Y AA iftt dngmKii tioei.4�F:.3x leu,nelsbl?i! !i7lss 6elCa Ir usrlil i.l4rie:ya es:3• s,in:.hl eels s.vrtaii!ui
ob:sedLt �r ert_ra aer :tidee e c=i; n�- nratiil.,a a;eaT•d ide n'wec lneE.�aan'aa. fit i ! E ! - . ... Aiithcry 'Ton66 tIi,P.E.re sd1 1antd -80683
' D}.;I1o37 r�x¢s(wti;sa sll ed eduC 1D^dy.laGns Nitd s Iikl.:.ei6 p ISCtiAds W{r?SIIIi1B.d:11 R slSSA esiln st ail dpus..lFFl efiysltr ijiA sn75n nli:9lsdP Isss Ors-w,iiossCuph.ea_er[Inss Mud 9n yorkss
he%(is iF.ssf lretxnai iyeeE is M,.F,aaE i7 aMsinstal tl9[ sDs 6ces(is ttlllrt le Uei: rthn Sslri..�p•et at fain,.?Dje.mu ea ixa[n eilifird mirNl: 44515te;FL Blvd,
,1� i '1� 7
- ForfPierce;FL 34_do
Cepylig6l�1016 Ad B�niLosias;Aeih�npT T m.e ill;P.F,& fodomx stibis dnlMment;jnhnp 16rm is piahiliied•8kontthe widen peispisiica irem Ad G.af Gpsusb Anpony f T.rEo ll[P.E:
i
a
Job Truss Truss Type city PIY
' A0188019
XCAS6519DS J3P JACK-OPEN 10 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:56 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyE15q-GKg9YU2xkGXmdWCXb7sLDOkloRbstGY38jixDwzhyoH
-1 VO 3-0-0
1-4-0 3-0-0
3
4.00 12
o
2 T1 m m
r7
= 1.5x4 II
1
131
4
0'
� 4
5
4x6 II
3-0-0
3-M
Plate Offsets(X Y)- (5.0-4-0 0-2-0]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.00 4-5 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.01 4-5 >999 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 3 n/a n/a
BCDL 10.0 Code FBC20141TPI2007 Matrix-MR Wind(LL) 0.02 4-5 >999 240 Weight:13 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 4)`This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING- 5)Refer to girder(s)for truss to truss connections.
TOP CHORD 6)Provide mechanical connection(by others)of truss
Structural wood sheathing directly applied or 3-0-0 oc to bearing plate capable of withstanding 68 lb uplift at
purlins, except end verticals. joint 3,220 lb uplift at joint 5 and 39 lb uplift at joint 4.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
3 = 70/Mechanical
5 = 257/0-8-0 (min.0-1-8)
4 = 28/Mechanical
Max Horz
5 = 92(LC 8)
Max Uplift
3 = -68(LC 12)
5 = -220(LC 8)
4 = -39(LC 8)
Max Grav
3 = 70(LC 1)
5 = 257(LC 1)
4 = 56(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5==229/600
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=1A;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)zone;porch left
exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.25 plate grip
DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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r .. 44515t Luae-Blvd.
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Job Truss Truss Type Mty Ply
XCAS6519DS J5 Jack-Closed 9 1 A0188020
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:57 2017 Page 1
I D:91 ftG_OBvLYIHkW NO51 AN UyElSq-kWEXlg3ZVafdFgnj9rNamEGxJrvkcjoCNNRVINzhyoG
1 4-0 5-0-0
1 4-0 5-0-0
3
4.00 12
7
1 m Y
N
2
1.5x4 II
1
81
p 8 4
ri• n
5
3x6 II
5-0-0
5-0-0
Plate Offsets(X,Y)— [5:0-3-12,0-1-81
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.11 4-5 >545 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.15 4-5 >376 240
BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.00 5 `"` 240 Weight:20 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30 4)`This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 BRACING-
bottom chord and any other members.
TOP CHORD 5)Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 5-0-0 oc 6)Provide mechanical connection(by others)of truss
St St r except end verticals. to bearing plate capable of withstanding 213 lb uplift at
BOT CHORD joint 5 and 142 lb uplift at joint 3.
Rigid ceiling directly applied or 10-0-0 oc bracing. 7)This truss has been designed for a moving
concentrated load of 200.01b live located at all mid
MiTek recommends that Stabilizers and required panels and at all panel points along the Bottom Chord,
cross bracing be installed during truss erection,in nonconcurrent with any other live loads.
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size) LOAD CASE(S)
5 = 335/0-8-0 (min.0-1-8) Standard
3 = 152/Mechanical
4 = 48/Mechanical
Max Horz
5 = 144(LC 8)
Max Uplift
5 = -213(LC 8)
3 = -142(LC 12)
Max Grav
5 = 371(LC 20)
3 = 152(LC 1)
4 = 248(LC 21)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-5=-287/457
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)-1-4-0 to 1-11-10,
Interior(1)1-11-10 to 4-11-4 zone;cantilever left and
right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.25 plate grip
DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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Fort.Prerce,FL`34946
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1
Job Truss Truss Type Qty Ply
A0188021
XCAS6519DS J5G HALF HIP GIRDER 1 1
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.-s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:57 2017 Page 1
ID:91 ftG-OBvLYIHkW NQ51 ANUyEl5q-kWEXlg3ZVafdFgnj9rNamEGtCromcjoCNN RVINzhyoG
44-8 5-0-0
4-4-8 0-7-8
2 3 x4= Dead Load Defl.=1/16 in
4.00 12 T2
� 1
m
W1 7
• 1
i
B1
e. 9 10 11 4
8 7x10 MT20HS::z
7x6=
4-4-8 5-0-0
4-4-8
Plate Offsets(X Y)- 11:0-0-0 0-3-51 (4.0-4-8 0-0-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.03 4-7 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.10 4-7 >562 240 MT20HS 187/143
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.02 1 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MR Wind(LL) 0.05 4-7 >999 240 Weight:23 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)'This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x6 SP No.2 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BRACING- bottom chord and any other members.
TOP CHORD 7)Refer to girder(s)for truss to truss connections.
Structural wood sheathing directly applied or 5-0-0 oc 8)Provide mechanical connection(by others)of truss
purlins, except end verticals. to bearing plate capable of withstanding 468 lb uplift at
BOT CHORD joint 1 and 457 lb uplift at joint 4.
Rigid ceiling directly applied or 10-0-0 oc bracing. 9)This truss has been designed for a moving
MiTek recommends that Stabilizers and required concentrated load of 200.Olb live located at all mid
cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord,
accordance with Stabilizer Installation guide. nonconcurrent with any other live loads.
10)Hanger(s)or other connection device(s)shall be
REACTIONS. (lb/size) provided sufficient to support concentrated load(s)109
1 = 1153/0-8-0 (min.0-1-8) lb down and 130 lb up at 4-9-4 on top chord,and 852
4 = 1027/Mechanical lb down and 391 lb up at 1-0-12,and 766 lb down and
Max Horz 305 Ib up at 3-0-12,and 70 lb down at 4-4-8 on
1 = 82(LC 4) bottom chord. The design/selection of such
Max Uplift connection device(s)is the responsibility of others.
1 = 468(LC 4) 11)In the LOAD CASE(S)section,loads applied to the
4 = -457(LC 4) face of the truss are noted as front(F)or back(B).
Max Grav
1 = 1153(LC 1)
4 = 1027(LC 1) LOAD CASE(S)
Standard
FORCES. (lb) 1)Dead+Roof Live(balanced):Lumber Increase=1.25
Max.Comp./Max.Ten.-All forces 250(lb)or less except ,Plate Increase=1.25
when shown. Uniform Loads(plf)
TOP CHORD Vert:1-2=-70,2-3=-70,4-5=-20
1-2=-640/231,2-3=-596/260 Concentrated Loads(lb)
BOT CHORD Vert:3=-109(F)9=-852(B)10=-766(B)11=-24(F)
1-8=-260/596,8-9=-260/596,
9-10=-260/596,10-11=-260/596,
4-11=7260/596
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=1fft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope);Lumber DOL=1.25 plate grip DOL=1.25
2)Provide adequate drainage to prevent water pending.
3)All plates are MT20 plates unless otherwise indicated.
4)Plates checked for a plus or minus 0 degree rotation
about its center.
5)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
tiviy Fl.ss.ttsrrdr[nit ke 1 7�,1E4'isy(Stli'YFE.kalliEtk 6ELLS3r7[S ttilctl(t5'al7'R A:EY.61 h[e,.![d7 hs Et lre t'[n eiY[ttf^I a*[.s fsr�p Itl[I ml�e FiOgl ¢zl'�1 1 f e t44tttilare seL:. �rtt da in 're air
tlAes[[[Yrtsss:!¢;kt*,NI fui]Rux nhi!¢i s tst ;r{amy Span .f,aedo¢syiG^repnevtax:ep:vs:ktrA lmahgi[i7 .L�ti;Ala At[ortad6nrsgAln t+t tWct t83a1 ai[Iryl�.'s±n;}n,�pm_,Isa's7 nLses.s ht.at
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Anthony T 111,P.
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f's. 4451 st Ln e$jvd.
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Co ri•t i818AlFpef lfesses AnlEws Iaoinba l(t,P,E.i iafid,;At This hcnai.kio fum,a,fih:dti.ibctilho.rint e,essist6im A-I Infiretsts�Amde,laocSe OtiP.E'
PY 4z Y .P. P P P 1
Job Truss Truss Type :127
y
XCAS6519DS J7 JACK-OPEN 1 A0188022 '
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:58 2017 Page 1
ID:91ftG_OBvLYIHkWNQ51ANUyEISq-CiovzA3BGunUsgMwjYvplRpIJFDVL7vMb1 B21pzhyoF
-4
-0 4-7-2 7-0-0
1-4 4-7-2 2 4-14
4
Dead Load Dell.=3116 in
4.00 12
3
8
o �
o
r A
N
1.5x4 II 2
1
" s
6 B
6 5
3x6 11 3x4=
700
7-0-0
Plate Offsets(X,Y)— [2:0-0-9,0-1-12),[S:Edge,0-1-8),[6:0-0-0,0-1-12j,[6:0-3-0,0-2-12]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.13 5-0 >621 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.33 5-6 >249 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) -0.49 4 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Wind(LL) 0.00 6 "" 240 Weight:30 lb FT=0
LUMBER-
TOP CHORD 2x4 SP No.2 NOTES-
BOT CHORD 2x4 SP No.2 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
WEBS 2x4 SP No.2'Except' Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
W2:2x4 SP No.3 h=12ft;Cat-11;Exp C;Encl.,GCpi=0.18;MWFRS
OTHERS 2x4 SP No.3
BRACING- (envelope)and C-C Comer(3)-1-4-0 to 3-5-5,
TOP CHORD Exterior(2)3-5-5 to 6-11-4 zone;C-C for members and
Structural wood sheathing directly applied or 3-1-0 oc forces&MWFRS for reactions shown;Lumber
purlins, except end verticals. D Plates
plate grip a plus 25
BOT CHORD 2)Plates checked for a plus or minus 0 degree
Rigid ceiling directly applied or 8-7-3 oc bracing. rotation about its center.
3)This truss has been designed fora 10.0 psf bottom
MiTek recommends that Stabilizers and required chord live load nonconcurrent with any other live
cross bracing be installed during truss erection,in loads.
accordance with Stabilizer Installation guide. 4 9
'This truss has been designed for a live load of
20.0psf on the bottom chord in all areas where a
REACTIONS. (lb/size) rectangle 3-6-0 tall by 2-0-0 wide will fit between the
4 = 226/Mechanical bottom chord and any other members.
6 = 421/0-8-0 (min.0-1-8) 5)Refer to girder(s)for truss to truss connections-
5 = 69/Mechanical 6)Provide mechanical connection(by others)of truss
Max Horz to bearing plate capable of withstanding 71 lb uplift at
6 = 167(LC 8) joint 4,211 lb uplift at joint 6 and 86 lb uplift at joint 5.
Max Uplift
4 = -71(LC 12)
6 = -211(LC 8) LOAD CASE(S)
5 = -86(LC 8) Standard
Max Grav
4 = 226(LC 1)
5 = 137(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
2-8=-86/256,3-8=-55/262,2-6=-353f771
BOT CHORD
5-6=-428/107
WEBS
3-5=-132/528
vusiyn hnepllyrew Yz 1110i,nG545,S..adsE[3ArItNSdUkCII1''IiS NSiNI"U!<3.U&i',G,tL�YGI'tanIedh uirsMreil 4rn4s lnx.al Cmi �[C',,a,7Me lin Irr.i<0¢;t.tfe,r tSkeiEelne nv Cleuc"a:ae vm[ntte tFp,a4
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al aedr Lx yl.iN. M1 1 -.hdeaC aE:C': sAk enetuq 41rap an }x d Idfetl:;146t /esl alk{ald ati'I r_tp wide ICU el riyfiedrfr r'tl i s iN[E lFerdrcs.9 t,nsn.Uwm/uSSSdih t Iau�lAjd =80083
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Fort.Pierce,fL`3494b
(appig61i9 7J116 Ad A.ct 6nssas-).hi6aey T J me II(iP.F &tpJadaaihe k!ldis dac¢ment;in uny torinss piohitii;d xnhhut the.rniiien peimisliao tiaoi A I i at tmssis-Alhonyia'^x563t.P.t;
Job Truss Truss Type Qty PIY
A0188023
XCAS6519DS J7C JACK-OPEN 3 1
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:58 2017 Page 1
ID:91 ftG_OBvLYIHkWNQ51 ANUyEl5q-CiovzA3BGunUsgMv4YvplRp3gFCjLA2Mb1621pzhyoF
1 4-0 3-0-0 4-0-0 7-M
14-0 3-0-0 -44-- 0-8-0 3-0-0
4
Dead Load Defl.=3/16 in
4.00 F12
0
cb
12 13 B3
B2 3x8= c`
1.5x4 II 2 1.5x4 II
1 Bt
ri 6, 7 6
4x6= 3x6 11
3-0-0 �- 4-0-0 7-0-0
3-0-0 -4- 0-8-0 3-0-0
Plate Offsets(X Y) [3.1 1-12 0-2-2] [3'0-2-9 0-0-3]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.09 6 >932 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.26 6 >318 240
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.10 5 n/a n/a
BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Wind(LL) 0.21 6 >389 240 Weight:36 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP M 30 3)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x8 SP No.2`Except' chord live load nonconcurrent with any other live
B3:2x6 SP No.2,132:2x4 SP No.3 loads.
OTHERS 2x4 SP No.3 4)'This truss has been designed for a live load of
BRACING- 20.Opsf on the bottom chord in all areas where a
TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members.
purlins. 5)Refer to girder(s)for truss to truss connections.
BOT CHORD 6)Provide mechanical connection(by others)of truss
Rigid ceiling directly applied or 10-0-0 oc bracing. to bearing plate capable of withstanding 106 lb uplift at
MiTek recommends that Stabilizers and required joint 4,236 lb uplift at joint 2 and 62 lb uplift at joint 5.
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation quide.
LOAD CASE(S)
REACTIONS. (lb/size) Standard
4 = 140/Mechanical
2 = 416/0-8-0 (min.0-1-8)
5 = 165/Mechanical
Max Horz
2 = 184(LC 8)
Max Uplift
4 = -106(LC 12)
2 = -236(LC 8)
5 = -62(LC 12)
Max Grav
4 = 140(LC 1)
2 = 416(LC 1)
5 = 167(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
BOT CHORD
3-7=-227/280
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=29ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)-1-4-0 to 1-11-10,
Interior(1)1-11-10 to 6-11-4 zone;cantilever left and
right exposed;C-C for members and forces&MWFRS
for reactions shown;Lumber DOL=1.25 plate grip
DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Neniy Fiee+rtlmeTNt re.w hzA'I10�➢653{S 5re[[33151l1f6C1klI74AS.3ifYrDJ(3 jiUA7d[L5WfT la I;dih 1 rxa.N s Ni t Sv r s I+U nq�M�e�dB llfi rlT !:G,r I+k Skesteln w Cd ss e5 Ise tY tnf 160 Ij
GdiicaaGr pens sNU:n tarSerCOpie edt is ins0 ze E. s(sSira+%.6r R snlnuarlMlgi seam eei'x�o+rnhmwdu ._>;ralu.i:�h Inged2e su14 rm ter.ls CcTJ. II t Irn.Tz esys _(vs,,W rye s.wi:i';uT- Anthcnj s'T6niti 11,P.E.
of d xsrr+ 1 sn is! m e n£Cans cgrtejsgn ux la,g ed udedanlntn tru�IMxl�:l N etiri ce rr,ddn me iere a d1 r od a;k Ts�d I rnr6 t„ 'yam!1. / tanr8 —.80083
n+s:f l�Sg nSFe 1rt AirdliJt qeM r0++IY l d s 11 ed sel kFd jl p 54Yr9 4{Nf Fdre 11 t<i tsaaeuiF tt x ap:sre lffleh stti'e}n 15s+lL iidn I ssO x;f soGy s�neNF s a n:.d ggSiSt ui6o Blvd,.
m:tew:lln lun�neg�aorna nix i elr nil dri.aaztn,o�r�r+rrnr I.r pe s•,umr oii�ryr rLw;rnrs G�awa•gfa;ul�;du Rrgd�et M:m�ra�et city: Fort;Pler_e;FL 34440
�• Zepyl'ryht�:1016 A�.1A alTlnsses-,IsiGp�y r.T.m.e 11f,:P,f Repodaniudt6ls dommo-m in ony hs�ss piohitii;d,xahout iM1e Biinenpeinisiiesi llem4li olLaiizf-Aeihontid:x§'o IIIP.E
Job Truss Truss Type qty ply
XCAS6519DS J7G JACK-OPEN GIRDER 1 1 A0188024
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:59 2017 Page 1
ID:91 ftG_DBvLYIHkW NQ51 ANUyEl5q-gvMIAW4p 1 BvLUzx6 HFQ2rfMJBfWX4TuVghwcgFzhyoE
3-9-14 7-0-0
3-9-14 3-2-2
1.5x4 II
4.00 F12 3
3x6
2
3E
I
^\
81 ........._.
e s� 10 11 12 5 13 4
6
9 3x8 If 6x6=
7x6=
3-9-14 7-0-0
3-9-14 3-2-2
Plate Offsets(X,Y)- [1:0-0-0,0-3-51,[4:0-3-0,0-4-01 [5:0-4-12,0-1-81
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.03 5-8 >999 360 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.08 5-8 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.02 4 n/a n/a
BCDL 10.0 Code FBC20141TP12007 Matrix-MP Wind(LL) 0.04 5-8 >999 240 Weight:37 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)'This truss has been designed for a live load of
BOT CHORD 2x6 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 BRACING-
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
TOP CHORD bottom chord and any other members.
Structural wood sheathing directly applied or 3-6-12 oc 5)Refer to girder(s)for truss to truss connections.
pudins. 6)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 762 lb uplift at
Rigid ceiling directly applied or 7-1-1 oc bracing. joint 1 and 618 lb uplift at joint 4.
7)This truss has been designed for a moving
MiTek recommends that Stabilizers and required concentrated load of 200.01b live located at all mid
cross bracing be installed during truss erection,in panels and at all panel points along the Bottom Chord,
accordance with Stabilizer Installation guide. nonconcurrent with any other live loads.
8)Hanger(s)or other connection device(s)shall be
REACTIONS. (lb/size) provided sufficient to support concentrated load(s)937
1 = 1835/0-8-0 (min.0-2-3) Ito down and 474 lb up at 1-0-12,and 905 lb down and
4 = 1519/Mechanical 347 lb up at 3-0-12,and 895 lb dawn and 344 lb up at
Max Horz 5-0-12 on bottom chord. The design/selection of such
1 = 127(LC 4) connection device(s)is the responsibility of others.
Max Uplift 9)In the LOAD CASE(S)section,loads applied to the
1 = -762(LC 4) face of the truss are noted as front(F)or back(B).
4 = -618(LC 4)
Max Grav
1 = 1835(LC 1) LOAD CASE(S)
4 = 1519(LC 1) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25
FORCES. (lb) Plate Increase=1.25
Max.Comp./Max.Ten.-All forces 250(lb)or less except Uniform Loads(plf)
when shown. Vert:1-3=-70,4-6=-20
TOP CHORD Concentrated Loads(lb)
1-2=-2418/909 Vert:10=-937(B)12=-905(B)13=-895(B)
BOT CHORD
1-9=-950/2268,9-10=-950/2268,
10-11=-950/2268,11-12=-950/2268,
5-12=-950/2268,5-13=-950/2268,
4-13=-950/2268
WEBS
2-4=-2550/1068,2-5=-606/1667
NOTES-
1)Wind:ASCE 7-10;VuIt=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope);Lumber DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)This truss has been designed fora 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
GCASi�t 5,.4(i�(r:1�rtf tR4!r Y ilOSiJ SttIR�A 6aif;'Rtl 8(0%7ttt as(�rw I.EI'1S.U2ry:wa:Nrlesa.,ierir,(sn Falatlfi sstixE itx ix hi;rtnnp mer,iGP'Ndl N3f>i1..fa%N,ty!(ptl:1(§rittjltll€S.,.�f,i k:lt.l t'.�+t}i922'rRitE}
Wiei;r{ss rl.s.ar7k snf tx lCsxa s'@ S Q. i 7t`rPatGs�:..}r_H(`r vt at zet ryl4Crirrrst,•sna:rratt Ge rsh trp ery.srnt'7 tb Srefs arN}isEl,taS p.}} b ti?esr.nSti ltbl.1! ts+ttaxr-bell tits t;War*
zt nr a r to giai} a IiiU ,a t c E+itrsnesnveitp�uGe ke rd vnmrsk h wr a<¢:wml dt::e=.d �xE rt - .Anthen'y F-To&It,,,P.E.
9t atl tlei DM riel(,td}t n na(sp:sa7l th to brh hytSeh4kx xsps,tl a;d 8J083 ..
. ' 2ela'mr rc:so!(iteich Saznisys(¢cPrWbeitsutr(t slrrt�tlr»txSdyl�xarnt.rnritts�Jh asS..r,oereF.e.�(ap Iri(lue.199nstsdiie;ramt§rslltitsrhr s i.ghr,IronCaea[lruer (?asltrdllneriite}s 44515 llC„p.SIy6,
#easeH nti§rl(eitxi .ed s{e n.mr!*drn ibd.Ee7N 95ipE3 r:'W3 sux r rrsrr ri sSru aEFbr si t or.1a¢pns nl+Ll Mis 2:4 tpirFl„
...• - .. s. Forf Pierce,F.L.34446
Cnpyrig2t C.2416 M?FeetLatirs:Anihcryi iembo III,0G a praduaion of Ihis dommene m Qny(-tm,is prah bi(ed.t6�U the Hri@Yn permtnrcs item A+l k�oi tresses,Anttreeyl.lecha III:P.E
I
� Job Truss Truss Type Qty Ply
XCAS6519DS VM2 Valley 6 1 A0188028
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:03:59 2017 Page 1
I D:91 ftG_OBvLYIHkW NQ51 ANUyEl5q-gvMIAW4pl BvLUzx6H FQ2rfMOyfiB4dlVghwcgFzhyoE
2-0-0
2-0-0
4.00 12 2
1 T
Q. �t
81
E
G
0
3
2x4
I
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:5 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 6)Bearing atjoint(s)2 considers parallel to grain value
BOT CHORD 2x4 SP No.2 usingANSI/TPI 1 angle to rain formula. Building
BRACING-
9 9 9
TOP CHORD designer should verify capacity of bearing surface.
Structural wood sheathing directly applied or 2-0-0 oc 7)Provide mechanical connection(by others)of truss
St r to bearing plate capable of withstanding 15 lb uplift at
BOT CHORD joint 1 and 28 lb uplift at joint 2.
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required LOAD CASE(S)
cross bracing be installed during truss erection,in Standard
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 4811-11-4 (min.0-1-8)
2 37/1-11-4 (min.0-1-8)
3 11/1-11-4 (min.0-1-8)
Max Horz
1 20(LC 8)
Max Uplift
1 -15(LC 8)
2 -28(LC 8)
Max Grav
2 37(LC 1)
3 21(LC 3)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;VuIt=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=13ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)zone;C-C for members
and forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
�dR,H Fltts<;brsi,Arnei rP 11t.�.T16Si�(Sftla'),[igElt€�rf4k.8[0§xTidtS l'e11Ut,"w D11.sc98Y EU pt.filrs;Inirdr qt}sf.kslsttfitttfd.trfzi;itst[ia �xepS14[,tzlfe SFb gl,_6n'rq'y1E.iCrszt lstntilin Ke.WKs axr:rc daS.;LJ,ttli
ydtl xsxR:}sstt if.^.tt Klfr de ltrlrnn!dr 1.ss.esm!} s,,.sta:'gl. astlta earifA'rt*rrts xsoasr^t Dst{t.utfe;tet grpttsi+7nfx CagslpdFtsrs}I±Tn�im lures 150telr wtt itit-'uh- as, s,r._Ixt3s} s,srl ef3t tAhthonyT Torlit3o-W,P.E.,
�rdtU±l sussstntt!A9 B3b9 tp,•Ciflx'iL UM.lKtrti`Ftrfr}�Htitlsfs.}6yt.;u6t w'M>N+rC,3i G'Utdltdke h}it! t1M[rt}ntltlf:btl6�t (stulf,S tr3tlKitatsgf.Sfi}d l +h�Tif Crl}'�1Sdli6t'1(R..513t '. �8�6$3
Sv islet}is nulf¢tiietl imrs}!±fgvbtl5tettupii-was'tgtli;esi LA9.,Ct eC5:+.41a+uaN a{S6P}ttus+.iSp frl SNJ rte ret±er�Mgessni gid n!`i as4fiaptamRH ftl tAestK l ss rs T', Ir+i Cce,nfx^cy a� t'a sksdaSner:nress 44515_.Wde13Wt1,
•' .eiisti� 3frriitii9t�trl7e b itiijsr rgms �(f-,lei ssJSIPh}.eyeN3latkx}E,_sfp xT tslibaryh rd l±1,}.tott}Ixd, .rrtrt !ailN,, Foit^Pest I;L 3491b,
.toping t0;s@16 A-116f Lewes Aniltptyl li.h lit,P,F.ieproEnmasoi thisdatobeel.in odyf_.e,npsSEbitid A6eu116e%titttn phmaia.EttemAifenlLassFs'Anlhe4yl.ier3o11f;P.F.
Job Truss Truss Type Qty
6
XCAS6519DS VIV14 Valley J ply
A0188029
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.rom Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:00 2017 Page I
ID:91ftG OBvLYIHkWN051ANUyE]5q-85wgOs5SoVlC67WIqzxHOsuVi3l5p,4Ye3LggMhzhyoD
4-0-0
4-0-0
4.00 r-12 2
1.5x
............... W1
...........
3
2x4 1.5x4 11
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (lac) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES W13 0.00 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014rrP[2007 Matrix-P Weight:12 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2
BDTCHORD 2x4 SP No.2
WEBS 2x4 SP No.3 LOAD CASE(S)
BRACING- Standard
TOP CHORD
Structural wood sheathing directly applied or 4-0-0 oc
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS. (lb/size)
1 = 131/3-11-4 (min.0-1-8)
3 = 131/3-11-4 (min.0-1-8)
Max Horz
1 = 55(LC 8)
Max Uplift
I = -43(LC 8)
3 = -61(LC 8)
Max Grav
1 = 131(LC 1)
3 = 131(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=1 70mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf,-
h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Extedor(2)zone;C-C for members
and forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom S:
chord live load nonconcurrent with any other live loads.
5)*This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
rectangle 3-6-0 tall by 2-0-0 wide will fit between the
bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to
bearing plate capable of withstanding 43 lb uplift at joint
1 and 61 lb uplift at joint 3.
Anthonj T TornI56 III,RE-
'6;t"ip'livie 451 St,,'I ud'p"Blvd.
copytijbi C'2016 Al 160fhgis�is-Annheny 1.lidt III,P1 1qodec6en of ibis deci-Vet in sayfn;o,is p,.b;b?,,d-Ace I I th,arilna pamisike.he.A-)feel I.tiss,v:Anlinti 1.Tedc W?l Fort.Pierce,FL.,34946.
Job Truss Truss Type Qty Ply
• XCAS6519DS VM6 Valley 5 1 A0188030
Job Reference o tional
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:00 2017 Page 1
ID:91 ftG—OBvLYIHkW NQ51 AN UyEl5q-85wgOs5SoV1 C67W IgzxHOsuVH31 vp2ne3Lg9MhzhyoD
4-7-13 6-0-0
4-7-13
3
01 4.00 12 1.5x4 II
2 n
i
W11311
d I-
0
5 4
2x4 3x6 11
I '
Plate Offsets(X Y)— [2:0-3-1 0-0-12)
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:18 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live
loads.
BRACING-TOP CHORD 5)'This truss has been designed for a live load of
20.Opsf on the bottom chord in all areas where a
Structural wood sheathing directly applied or 6-0-0 oc rectangle 3-6-0 tall by 2-0-0 wide will fit between the
ROT CHORD
purT bottom chord and any other members.
6)Bearing atjoint(s)3 considers parallel to grain value
Rigid ceiling directly applied or 10-0-0 oc bracing. using ANSI/TPI 1 angle to grain formula. Building
MiTek recommends that Stabilizers and required designer should verify capacity of bearing surface.
cross bracing be installed during truss erection,in 7)Provide mechanical connection(by others)of truss
accordance with Stabilizer Installation ouide. to bearing plate capable of withstanding 31 lb uplift at
joint 1,20 lb uplift at joint 3,12 lb uplift at joint 4 and
REACTIONS. (lb/size) 161 lb uplift at joint 5.
1 = 13515-11-4 (min.0-1-8)
3 = -20/5-11-4 (min.0-1-8)
4 = -6/5-11-4 (min.0-1-8) LOAD CASE(S)
5 = 346/5-11-4 (min.0-1-8) Standard
Max Horz
1 = 95(LC 8)
Max Uplift
1 = -31(LC 8)
3 = -20(LC 1)
4 = -12(LC 3)
5 = -161(LC 8)
Max Grav
1 = 135(LC 1)
3 = 15(LC 8)
5 = 346(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEt@S
2-5=-298/467
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vas(4=132mph;HVHZ;TCDL=S.Opsf;BCDL=5.Opsf-,
h=12ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)zone;C-C for members
and forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
aiasy fles rr>�tesierpt lit�:ltiPi3 SEtll'FE.W7EGifNSS1CUSJ�',pF➢4S14•n5[ilS,tA94c E9 Al leio.;teib{s5;icr.,pasaFSttfed_5x tf;uss�SE...rztQ6E w1,�e.5Uerrl e>ilu7 lelcSseSi<altircrz nr i�csa.5na;;e 5„./p'�.,E6,aelr
Wisl;a. ;pya ae!1eM+itn ixlCrnk-n'J t el tS x.ip:i}aes a fce•7=Ms s fi,es�s5140npn 5nxse}%uad if( :tN xee hr:ssrsgi:!R la hs tsmsdMsrsilx7 s eimsds iee t,9sAr nst lrll�kN mn,at,zi.I iE Bass aliir'-i! Anthdr1yT TOrii6d Ii:'P.E:.
sdsedanr t enselfytr�eF '.r..tn a>:C..et ex+utt_t�nl.. 1+pn'i:h[ 'ute+ft l.:fC:ale I+di 1.-.e!xFSx!?NyPpA net Aui rn)d xeldt 5 cs5brtrL,ytls K79sLnuC etffil& sµtRrS;x :8008
?e I=:fi}a Pr�l( te Sdtu stlM lifter 5adturrxt eiatl+d sJt:4+%gR;ur fs+.tiMx€a¢s TSiti ethskd} eel SY.Ame t4e;e¢rlGK es"al-! a 1`Ge53s 5tt 5v,tx RsS 13+I+s Em 155 e5 si;.Inp PsxsrW rn skann;nit}s 3
ram... ._ 44Si.5r e,ugn 81vsi.
_ 6el*i5t#s3'sre(ekeAqed'feen_tdiaEEi Crraes ale3-?Iel 5e7n¢Fsgaesi!uN2 Cet ty eclF;,cF s5 heat r#e d k erc}.k;rytl f mesa f�trbt„ F&tPeree,FL 34946,
(opyu}Eli;iJ16At[not ieasses-A6tAeerLlnmba llf,P.t:xproduviad of ifiis dnmmecl 5a uny't 5m,lipmh b@rE dhesltde,'xiil'ehpamisiki?in A-11od Inish.Aatfi,_y1:JerWIPY
Job Q
Truss Truss Type ty ply� Job Reference(optional) A0188031
XCAS6519DS Truss
7 �Valley I
Al Roof Trusses,Fort Pierce,FL 34946,design@aItruss.com Run:8.020 s Aug 312016 Print 8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:00 2017 Page 1
ID:91ftG—OBvLYIHkWN051ANUyEl5q-85wgOs5SoVlC67WIqzxHOsuTe3lOpOQe3LggMhzhyoD
74-0
74-0
1.5x4 11
3
4.00 FI-2 6
1.5x4
Ti—--------
2
iW1
...........
L.1
is Tt
F;
C5
5 4
2x4:r- 1.5x4 11 1.5x4 11
LOADING(pso SPACING- 2-M CS1. DEFL. in (loc) Ildefl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) n/a n/a 999 MT20 2441190
TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incir YES WB 0.26 Horz(TL) 0.00 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-P Weight:25 Ib FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live
WEBS 2x4 SP No.3 loads.
OTHERS 2x4 SP No.3 5)'This truss has been designed for a live load of
BRACING- 20.Opsf on the bottom chord in all areas where a
TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide Will fit between the
Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members.
purlins, except end verticals. 6)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 59 Ib uplift at
Rigid ceiling directly applied or I M-0 oc bracing.
joint 4 and 166 lb uplift at joint 5.
MiTek recommends that-Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide. i LOAD CASE(S)
Standard
REACTIONS. (lb/size)
I = 81r7-34 (min.0-1-8)
4 = 126/7-34 (min.0-1-8)
5 = 35617-34 (min.0-1-8)
Max Horz
I = 117(LC 8)
Max Uplift
4 = -59(LC 8)
5 = -166(LC 8)
Max Grav
1 = 81(LC I
4 = 126(LC 1)
5 = 356(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-306/94
WEBS
2-5=-2961694
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf-,
h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-11-5 to 6-5-3,
Exterior(2)6-5-3 to 7-2-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
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;7 60083,
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Job Truss Truss Type Qty �Ply A0188032
XCAS6519DS VM7A Valley 1 Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:01 2017 Page I
ID:91ftG-GBvLYIHkWNQ51ANUyE]5q-cHU2bC64Zp93jH5VOgSvvw4RfmSN3YUdol?Piu8zhyoC
4-9-8 5-5-8 1
4-9-8 0-8-0
3
4.00 FI-2 1.5x4 11
2
-----------
W1
..........
131
5 4
2x4 7r- 3x6 11
Plate Offsets(X,Y)- (2:0-3-1,13-0-8)
LOADING(pso SPACING- 2-M CS1. DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a - n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-P Weight:17 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 chord live load nonconcurrent with any other live
BRACING- loads.
TOP CHORD 5)*This truss has been designed for a live load of
Structural wood sheathing directly applied or!5-5-8 oc 20.Opsf on the bottom chord in all areas where a
purfins, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
BOTCHORD bottom chord and any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Bearing at joint(s)3 considers parallel to grain value
using ANSI/TPI 1 angle to grain formula. Building
MiTek recommends that Stabilizers and require designer should verify rapacity of bearing surface.
cross bracing be installed during truss erection,ln 7)Provide mechanical connection(by others)of truss
accordance with Stabilizer Installationguidebearing plate capable of withstanding 34 lb uplift at
joint 1,91 lb uplift at joint 3,54 lb uplift at joint 4 and
REACTIONS. (lb/size) 182 lb uplift at joint 5.
1 = 133/5-4-12 (min.0-1-8)
3 = -91/5-4-12 (min.0-1-8)
4 = -27/5-4-12 (min.0-1-8) LOAD CASE(S)
5 = 391/5-4-12 (min.0-1-8) Standard
Max Horz
1 = 85(LC 8)
Max Uplift
1 = -34(LC 8)
3 = -91(LC 1)
4 = -54(LC 3)
5 = -182(LC 8)
Max Grav
1 = 133(LC I
3 = 67(LC 8)
5 = 391(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
WEBS
2-5=-338/532
NOTES-
1)Wind:ASCE 7-10;Vult=l 70mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf-,BCDL=5.Opsf-,
h=13ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Exterior(2)zone;C-C for members
and forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
Y+414 Of$W71,aqf.6,W,h S"hl h.T: Anthony T.TOR350-WP.E.:
80083
Job Truss Truss Type Qty Ply
XCAS6519DS VM8 Valley 2 1 A0188033
[lob Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@a1truss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 2-4 11:04:01 2017 Page 1
ID:91ftG—OBvLYIHkWNQ51ANUyE[5q-cHU2bC64Zp93iH5VOgSWw4ReISNOYUpol?Piu8zhyoC
4-0-0 7-7-8
4-0-0 3-7-8
2x4 11
3 4
4.00 FI-2 8
1.5x4
c� 2
-—--------------
............. ............... PTI:
.......................................
E
7 6 5
2x4 5� 1.5x4 11 3x6 11
Plate Offsets(X,Y)— [3:0-3-1,0-0-41
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) -0.00 4 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-P Weight:27 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 5) This truss has been designed for a live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING- 6)Bearing at joint(s)4 considers parallel to grain value
TOP CHORD using ANS11TPI I angle to grain formula. Building
Structural wood sheathing directly applied or 6-0-0 oc designer should verify capacity of bearing surface.
purlins. 7)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 100 lb uplift at
Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)1,5 except at=lb)4=137,7=163,6=164.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide. LOAD CASE(S)
Standard
REACTIONS.All bearings 7-11-4-
(lb)-Max Horz
1=132(LC 8)
Max Uplift
All uplift 100 Ito or less at joint(s)1,
5 except 4=-1 37(LC 1),7=-163(LC 8),
6=-164(LC 8)
Max Grav
All reactions 250 lb or less at joint(s)
1,4 except 7=345(LC 1),6=372(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-328/101
WEBS
2-7=-2851669,3-6=-2971627
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf;
h=15ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-11-5 to 6-11-0,
Exterior(2)6-11-0 to 8-0-0 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
Anthony T;ToLmbb 1- PX.,
t 80083
4451
5prillil Q 2016 A-11 Rod T1 I iissm 4glhetj 1.hirh 111,P.L Fort Pierce,I'L 34946
Job Truss Truss Type Qty Fy Job Reference
A0188025
XCAS6519DS VM10 Valley 2 I
Al Roof Trusses,Fort Pierce,FL 34946,design@aitruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:02 2017 Page 1
ID:91ftG-OBvLY[HkWNQ51ANUyE[5q-4U1QpY6iK6HwLRfhyOzITH-IvsgxHwAxWf9GRazhyoB
4-7-12 10-0-0
4-7-12 5-4-3
3x3 11
3
4.00FI-2
6
1.5x4'j T
2 ................
ITI
------- ....................................................................... ...B11
ti
6
6 4
2x4 3x6 11 1.5x4 11
LOADING(pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TIC 0.65 Vert(I-L) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-S Weight:35 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 4)This truss has been designed for a 10.0 psf bottom
BOT CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live
WEBS 2x4 SP No.3 loads.
OTHERS 2x4 SP No.3 5)*This truss has been designed for a live load of
BRACING- 20.Opsf on the bottom chord in all areas where a
TOP CHORD rectangle 3-6-0 tall by 2-0-0 wide will fit between the
Structural wood sheathing directly applied or 6-0-0 oc bottom chord and any other members.
purlins, except end verticals. 6)Provide mechanical connection(by others)of truss
BOT CHORD to bearing plate capable of withstanding 100 lb uplift at
Rigid ceiling directly applied or 10-0-0 oc bracing. joint(s)4 except(jt-lb)5=227.
MiTek recommends that Stabilizers and required
cross bracing be installed during truss erection,in
accordance with Stabilizer LOAD CASE(S)
Standard
REACTIONS. (lb/size)
1 = 117/9-11-4 (min.0-1-8)
4 = 198/9-11-4 (min.0-1-8)
5 = 487/9-11-4 (min.0-1-8)
Max Horz
1 = 166(LC 8)
Max Uplift
4 = -93(LC 8)
5 = -227(LC 8)
Max Grav
1 = 11 7(LC 1)
4 = 168(LC I)
5 = 487(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-335/96
WEBS
2-5=383/817
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Dpsf,BCDL=5.Opsf-,
h=16ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-11-5 to 6-9-6,
Exterior(2)6-9-6 to 9-10-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=11.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
N.WF rihniz.1 f,b f dNsnglsin Lpmrd 0i Ill 1-!h 0iIP"i-Pv-hei" Anthoiiy T.T0m156 111,P:E.z
60083
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Job Truss Truss Type Q'y Ply �2 6]
XCAS6519DS VM12 Valley 1 1 1 A018
�Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Ru_rr8.00 s Aug 31 2016 Print:8.020 s Aug 31 2016 MiTek Industries,Inc. Fri Feb 24 11:04:02 2017 Page 1
12-0-0 1 D:91 ftG-oBvLYIHkWNQ5 I AN UyEl5q-4U I QpY6iK6HwLRfhyOzITHjzsfeHvxxWf9GRazhyoB
12-0-0
3
1 4.00 F1_2
1.5x4 i!
2
...........A—
T1
--_-------
EI. ........................................................-U ............
U4 5 4
3x6 11 1.5x4 is
Plate Offsets(X,Y)-- [2:0-3-1,0-0-121
LOADING(psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) n/a n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a n/a 999
BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.00 4 n/a n/a
BCDL 10.0 Code FBC2014rrPI2007 Matrix-S Weight:42 lb FT 0%
LUMBER-
TOP CHORD 2x4 SP No.2 3)Gable requires continuous bottom chord bearing.
BOB CHORD 2x4 SP No.2
WEBS 2x4 SP No.3 4)This truss has been designed for a 10.0 psf bottom
OTHERS 2x4 SP No.3 chord live load nonconcurrent with any other live
BRACING- loads.
TOP CHORD 5)*This truss has been designed for a live load of
20 Qpsf on the bottom chord in all areas where a
Structural wood sheathing directly applied or 6-0-0 oc, rectangle 3-6-0 tall by 2-0-0 wide will fit between the
puriins, except end verticals.
ROT CHORD bottom chord and any other members.
Rigid ceiling directly applied or 10-0-0 oc bracing. 6)Provide mechanical connection(by others)of truss
to bearing plate capable of withstanding 100 lb uplift at
MiTek recommends that Stabilizers and required joint(s)1 except(jt=lb)4=1 01,5=276.
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
LOAD CASE(S)
REACTIONS. (lb/size) Standard
1 = 173/11-11-4 (min.0-1-8)
4 = 217/11-11-4 (min.0-1-8)
5 = 592/11-11-4 (min.0-1-8)
Max Horz
1 = 204(LC 8)
Max Uplift
1 = -13(LC 8)
4 = -101(LC 8)
5 = -276(LC 8)
Max Grav
I = 173(LC 1)
4 = 217(LC 1)
5 = 592(LC 1)
FORCES. (lb) -
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-359/115
WEBS
2-5=-455/857
NOTES-
1)Wind:ASCE 7-10;Vult=1 70mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf,BCDL=5.Opsf;
h=14ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-11-5 to 6-7-13,
Exterior(2)6-7-13 to 11-10-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
Ahthcay T T6m6o IN,P.E.,
80083
451st".L.U66,61V,
FoTt Merc%FL,,34946,
I'Dpyrie'ti V 2516 A-I lindlinsts-Xilhuy.l.U.ho III,F1 ivmduirwd INidownnaL in iiny Itim,i5 pokibit,,d.;1bad thi.dveh Iid;niSSkt fican A-1101 rfussts Ackny"I.Tmh III,P1
Job Truss Truss Type QfY PIY
A0188027
XCAS6519DS VM14 Valley 1 1
Job Reference(optional)
Al Roof Trusses,Fort Pierce,FL 34946,design@altruss.com Run:8.020 s Aug 31 2016 Print:8.020 s Aug 312016 MiTek Industries,Inc. Fri Feb 24 11:04:02 2017 Page 1
I D:91 ftG_OBvLYIHkWN051 ANUyE15q-4U 1 QpY6iK6HwLRfhyOzlTH_h9sfeHwhxWf9GRazhyoB
14-0-0
14-0-0
4
4.00 12
1.5x4!!
1.5x4 ii 3
tii 2 8 .. YWV
Ifail
STl
1 q �---tj;.".;�•..•-� Ins �l—ijl - �a
0
u;
0
30 '• 7 6 5
1.5x4 1.5x4 1.5x4 11
Plate Offsets(X Y)-- [4'0-0-13 0-1-8]
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) n/a - n/a 999 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(TL) n/a - n/a 999
BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) -0.00 5 n/a n/a
BCDL 10.0 Code FBC2014[TP12007 Matrix-S Weight:53 lb FT=0%
LUMBER-
TOP CHORD 2x4 SP No.2 5) This truss has been designed fora live load of
BOT CHORD 2x4 SP No.2 20.Opsf on the bottom chord in all areas where a
WEBS 2x4 SP No.3 rectangle 3-6-0 tall by 2-0-0 wide will fit between the
OTHERS 2x4 SP No.3 bottom chord and any other members.
BRACING- 6)Provide mechanical connection(by others)of truss
TOP CHORD to bearing plate capable of withstanding 100 lb uplift at
Structural wood sheathing directly applied or 2-2-0 oc joint(s)1 except at-lb)5=108,6=187,7=154.
pudins, except end verticals.
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S)
MiTek recommends that Stabilizers and required Standard
cross bracing be installed during truss erection,in
accordance with Stabilizer Installation guide.
REACTIONS.All bearings 13-11-4.
(lb)-Max Horz
1=241(LC 8)
Max Uplift
All uplift 100 lb or less at joint(s)
1 except 5=-108(LC 8),6=-187(LC 8),
7=-154(LC 8)
Max Grav
All reactions 250 lb or less at joint(s)
1,5 except 6=403(LC 1),7=328(LC 1)
FORCES. (lb)
Max.Comp./Max.Ten.-All forces 250(lb)or less except
when shown.
TOP CHORD
1-2=-427/128,2-8=-343/58,3-8=-338/75,
4-5=-177/389
WEBS
3-6=-324/732,2-7=-237/569
NOTES-
1)Wind:ASCE 7-10;Vult=170mph(3-second gust)
Vasd=132mph;HVHZ;TCDL=5.Opsf;BCDL=5.Opsf;
h=14ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS
(envelope)and C-C Comer(3)0-11-5 to 6-6-3,
Extedor(2)6-6-3 to 13-10-4 zone;C-C for members and
forces&MWFRS for reactions shown;Lumber
DOL=1.25 plate grip DOL=1.25
2)Plates checked for a plus or minus 0 degree rotation
about its center.
3)Gable requires continuous bottom chord bearing.
4)This truss has been designed for a 10.0 psf bottom
chord live load nonconcurrent with any other live loads.
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Awl ROOF
A10 TRUSSES
A.FLORIDA CORPORATION
Important Notes / Please Review Prior to Truss Installation:
1) Trusses are to be handled,installed and braced in accordance to the following standards:ANSI/TIP 1-2007;
WTCA 1-1995 —"Standard Responsibilities in the Design Process Involving Metal Plate Connected Wood Trusses",
and 'SCSI 1-03 Guide to Good Practice For Handling, Installing,& Bracing of Metal Plate Connected Wood
Trusses" published by WTCA and Truss Plate Institute. Any of this material can be obtained by contacting A-1 Roof
Trusses. Spanish versions are also available.
2) All temporary and permanent bracing design,connection, material,and labor by others.
3) Truss designs are for an individual component,not for a truss system. Reactions and uplifts may vary from building
designers calculated loads. The building designer is ultimately responsible for clarifying any discrepancies.
4) If provided by truss manufacturer, any engineered beams provided have been sized using information design
guides or software provided by the beam manufacturer. The building designer should verify all loads uplifts, and
bearing requirements. Truss manufacturer is not responsible for specifying beams,other than those provided by
truss manufacturer:
5) Unless specified, roof trusses are not designed for any additional attic storage loads.
6) On flat surfaces,adequate drainage must be provided to avoid ponding.
7) It is the builder's responsibility to assure there is adequate room for A/C ducts, electricalwiring and plumbing runs
to assure they do not interfere with the truss chords. (Roof and floor.) Truss chords and webs cannot be cut. Attic
access opening should be located between trusses unless otherwise noted.
8) Unless specified,valley framing design,connection, material and labor to be supplied by the builder.
9) Attached drawings are standard details that cover most installation standards. Structural details provided by the
building designer supersede any attached details.
10)Trusses are not designed to carry the chimney,cupola,steeple, or other structures unless specified. Structure should
be framed through the trusses to be supported by the foundation. In cases where trusses are designed to carry the
structure above all loads and uplifts MUST be verified by building designer. Connection of structure to trusses must
be provided by the building designer.
1 1) The specific engineered truss drawings are subject to other terms,conditions,and details on the truss placement plan
and/or individual truss design drawings.
12)Trusses are designed to carry ONLY the specified loads on the engineered drawings. Point loads for materials,
erection personnel,equipment,whether temporary or permanent, are not allowed unless specified on sealed
engineered drawings.
Any questions or comments feel free to contact A-1 Roof Trusses at 772-409-1010.
4451 St. Lucie Blvd.,Fort Pierce,FL 34946
772-409-1010 Office 772-409-1015 Fax www.A1truss.com
us
STRUCTURAL.
CONNECTORS'
T A MITek'Company
Hangers
Allowable Load(Ibs)
DF-L/SP LSL LVL PSL SPF I-JOIST
LISP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T1 JUS24 1881, 655 750 820 510 - - - (4)-10d(Header)
FL821.39, (2)-10d(Joist)
11-
0510.01,
RR 25779
LU524 670 765 825 490 - - - - _ (4)-10d(Header)
(2)-10d(Joist)
T2 JUS26 1881, 850 975 1060 1115 (4)-10d(Header)
FL821.42, (2)-10d(Joist)
11-
0510.01,
RR 25779
LUS26 865 990 1070 1165 - , - _ _ (4)-10d(Header)
(2)-10d(Joist)
T3 MSH422 1831, 2025 2025 2025 - (22)-10d(Face-Face Max Nailing)
FL822.36, (6)-10d(Face-Top Max Nailing)
08- (6)-10d(Joist-Face Max Nailing)
0303.06, (6)-10d(Joist-Top Max Nailing)
RR 25836 (4)-10d(Top-Top Max Nailing)
13116-R
THA422 2245 2245 2245 - - - - - _ (6)-16d(Carried Member-Face Mount)
(6)-I0d(Carried Member-Top Flange)
(22)-16d(Face-Face Mount)
(2)-I6d(Face-Top Flange)
(4)-16d(Top-Top Flange)
THA1421 1835 1835 1835 - - - - - (2)-10d x 1-112 or 2-10d x 1-112(Carried Member)
(20)-10d or(2)-10d(Face)
(4)-10d(Top)
T4 THD26 1781, 2485 2855 3060 2170 (18)-16d(Face)
FL13285.35, (12)-10d x 1-1/2(Joist)
06-
0921.05,
RR 25843
HTU26 2940 3340 3600 1555 - - - - _ (11)-10d x 1.112(Carried Member)
(20)-10d x 1-112(Carried Member-Max Nailing)
(20)-16d x 1-112(Carrying Member)
(20)-16d x 1-112(Carrying Member-Max Nailing)
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STRUCTURAL
CONNECTORS"
A MITek'Company
Hangers
Allowable Load(Ibs)
DF-L/SP LSL LVL PSL SPF I-JOIST
USP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 100% 100% 100% Fastener Schedule
T5 THD26-2 1781, 2540 2920 3175 2285 - - - - (18)-16d(Face)
FL13285.35, (12)-10d(Joist)
06-
0921.05,
RR 25843
13116-R
HHUS26.2 2785 3155 3405 1550 - - _ _ _ (14)-16d(Face)
(6)-16d(Joist)
HTU26.2 2940 3340 3600 2175 - - - _ _ (20)-10d(Carried Member-Max Nailing)
(20)-16d(Carrying Member-Max Nailing)
T6 THD28 1781, 3865 3965 3965 2330 (28)-16d(Face)
FL13285.35, (16)-10d x 1-1/2(Joist)
06-
0921.05,
RR 25843
HTU28 3820 4340 4680 2140 - - - - _ (26)-10d x 1-112(Carried Member-Max Nailing)
(26)-16d(Carrying Member-Max Nailing)
T7 THD28-2 1781, 3950 4540 4935 2595 (28)-16d(Face)
FL13285.35, (16)-10d(Joist)
06-
0921.05,
RR 25843
13116-R
HHUS28-2 4210 4770 5140 2000 - - - _ (22)-16d(Face)
(8)-16d(Joist)
HTU28.2 3820 4340 4680 3485 - - - _ _ (26)-10d(Carried Member-Max Nailing)
(26)-16d(Carrying Member-Max Nailing)
T8 THD46 1781, 2540 2920 3175 2285 (18)-16d(Face)
FL13285.35, (12)-10d(Joist)
06-
0921,05,
RR 25843
13116-R
HHUS46 2790 3160 3410 1550 - - - - - (14)-16d(Face)
(6)-16d(Joist) '
Mild
U S P
STRUCTURAL.
CONNECTORS'
T A MiTek'Company
Hangers
Allowable Load(Ibs)
DF-L/SP LSL LVL PSL SPF I-JOIST
LISP 160%
Label Stock No. Code Reports 100% 115% 125% Uplift 100% 100% 1Q0% 100% 100% Fastener Schedule
T9 THD48 1781, 3950 4540 4935 2595 - - - (28)-16d(Face)
FL13285.35, (16)-10d(Joist)
06-
0921.05,
RR 25843
13116-R
HHUS48 4210 4770 5140 2000 - - - - _ (22)-16d(Face)
(8)-16d(Joist)
T10 THDH26-2 1881, 3915 4505 4795 2235 (20)-16d(Face)
FL821.75, (8)-10d(Joist)
06-
0921.05,
RR 25779
13116-R
HGUS26.2 4355 4875 5230 2155 - - - - (20)-16d(Face)
(8)-16d(Joist)
T11 THDH26-3 1881, 3915 4505 4795 2235 (20)-16d(Face)
FL821.75, (8)-10d(Joist)
06-
0921.05,
RR 25779
HGUS26.3 4355 4875 5230 2155 - - - - _ (20)-16d(Face)
(8)-16d(Joist)
T12 THDH28-2 1881, 6535 7515 8025 2665 (36)-16d(Face)
FL821.77, (10)-16d(Joist)
RR 25779
13116-R
HGUS28.2 7460 7460 7460 3235 - - - - _ (36)-16d(Foce)
(12)-16d(Joist)
T13 THDH28-3 1881, 6770' 7785 8025 2665 (36)-16d(Face)
FL821.75, (10)-16d(Joist)
06-
0921.05,
RR 25779
HGUS28.3 ` 7460 7460 7460 3235 - - - - _ (36)-16d(Face)
(12)-16d(Joist) -
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STRUCTURAL
W*4100 CO NN ECTOR5"
A M!Tek`Company
Fastener Comparison Table
Connector Schedule
Group Label LISP Stock No Required Fasteners Reference No Required Fasteners
(4)-10d(Header) (4)-lod(Header)
- T1 JUS24 LUS24
(2)-lod(Joist) (2)-lod(Joist)
(4)-lod(Header) (4)-10d(Header)
T2 JUS26 LUS26
(4)-10d(Joist) (4)-10d(Joist)
(22)-10d(Face-Face Max Nailing) - (6)-16d(Carried Member-Face Mount)
(6)-10d(Face-Top Max Nailing) (6)-16d(Carried Member-Top Flange)
T3 MSH422 (6)-lod(Joist-Face Max Nailing) THA422 (22)-16d(Face-Face Mount)
(6)-10d(Joist-Top Max Nailing) (2)-16d(Face-Top Flange)
(4)-10d(Top-Top Max Nailing) (4)-16d(Top-Top Flange)
(18)-16d(Face) (11)-10d x 1-112(Carried Member)
(12)-lod x 1-1/2(Joist) (20)-10d x 1-112(Carried Member-Max Nailing)
- T4 THD26 HTU26
(20)-16d(Carrying Member)
(20)-16d(Carrying Member-Max Nailing)
(18)-16d(Face) (14)-16d(Face)
TS THD26-2 HHUS26-2
(12)-10d(Joist) (6)-16d(Joist)
(28)-16d(Face) (26)-10d x 1-112(Carried Member-Max Nailing)
T6 THD28 HTU28
(16)-lod x 1-1/2(Joist) (26)-16d x 1-112(Carrying Member-Max Nailing)
(28)-16d(Face) (22)-16d(Face)
- T7 THD28-2 HHUS28-2
(16)-10d(Joist) (8)-16d(Joist)
(18)-16d(Face) (14)-16d(Face)
- T8 THD46 HHU546
(12)-lod(Joist) (6)-16d(Joist)
(28)-16d(Face) (22)-16d(Face)
- T9 THD48 HHUS48
(16)-10d(Joist) (8)-16d(Joist)
(20)-16d(Face) (20)-16d(Face)
- T10 THDH26-2 HGUS26-2
(8)-16d(Joist) (8)-16d(Joist)
- (20)-16d(Face) (20)-16d(Face)
- T11 THDH26-3 HGUS26-3
(8)-16d(Joist) (8)-16d(Joist)
(36)-16d(Face) (36)-16d(Face)
- T12 THDH28-2 HGUS28-2
(10)-16d(Joist) (12)-16d(Joist)
(36)-16d(Face) (36)-16d(Face)
- T13 THDH28-3 HGUS28-3
(10)-16d(Joist) (12)-16d(Joist)
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STRUCTURAL
CONNECTORS
A MiTek`Company -
'v4F.
JUS24 JUS26 MSH422
F
s F3 a-
TH D26 TH D26-2 TH D28
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TH D28-2 TH D46 TH DH 26-2
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THDH26-3 THDH28-2 THDH28-3
NOVEMBER 2, 2016 TYPICAL HIP / KING JACK CONNECTION I ST-CRNRST
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
,I
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A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD.
FORT PIERCE,FL 34946 Attach Kin Jack 3 16d Toe
772-409-1010 g ( )
Nails @ TC & BC
Attach Corner Jack's
Attach End Jack's w/(3) 16d Toe Nails @ TC &
w/ (3) 16d Toe Nails @ TC
& 3 16d Toe Nails @ BC BC (Typ)
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NOTE: WHERE REACTIONS EXCEED
LIMITS ALLOWABLE INCREASE BC SIZE
TO ACCOMODATE_ADDITIONAL NAILING ttach Corner Jack's
ALLOWABLE REACTIONS: / (3) 16d Toe Nails
2X4: (3) 16d Toe Nails @1.25 =408LBS @ TC & BC (Typ)
@1.6 = 522LBS
2X6: (4) 16d Toe Nails @1.25 =544LBS
@1.6 = 696LBS
ALL NAILS TO BE 16d (0.1 62"X3.5")
�`�eeaE®rsei SIDE VIEW (2X3) 2 NAILS
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NEARSIDE
ti �•sa��` 'r 0 .ti✓�16" NEAR SIDE 14
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SIDE VIEW (2X6) 4 NAILS
hn/ NEARSIDE
SIDE VIEW (2X4) 3 NAILS NEARSIDE
'k � tra 1� NEAR SIDE NEAR SIDE
NEAR SIDE NEAR SIDE
NEAR SIDE
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November 2, 2016 TYPICAL-HIP/ KING JACK CONNECTION ST-CRNRST MIAMI-DADE
• MIAMI-DADE CORNERSET SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE-
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
A-1 ROOF TRUSSES
4451 ST.LUCIE-BLVD.
FORT PIERCE,FL 34946
772-409-1010
Attach End Jack's
w/ (1) LSTA12 Twist Strap
@ TIC and BC w/ (10) 10d Attach Corner Jacks—anld King
Nails Min. Per Strap Jacks (CJ3 and Greater
NOTE: IN ADDITION TO STRAPPING w/ (1) LSTA12 Twist Strap @
TOENAIL BOTH CHORDS TO CARRYING TC and BC T w/ 10 10d
MEMBER PER THE FOLLOWING o Nails Min. Per Str p
SCHEDULE: !
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2X4: (3) 16d Toe.Nails
2X6: (4) 16d Toe Nails
Atta h Corner Jack's (CJ1 ar d
NOTE: CONNECTION DESIGNED IN lower) w/ (1) LSTA12 Twist S ti ap
ACCORDANCE WITH FBC 2321.6-2321.7 C w/ 10) 10d Nails Min. Per trap
PROVIDING METAL STRAPPING (FLORIDA
APPROVED PRODUCT)TO RESIST MIN.
700LB UPLIFT AT ALL CONNECTIONS IN
HVHZ
LSTA12 TWIST STRAP W/ MIN. (10) 10d NAILS (SEE
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MANUFACTURER'S RECOMMENDED CONNECTION
JACK/CORNER JACK (TYP..) HIP OR KING JACK (TYP.)
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-.__Capsti9518i015AlitotTrussas;A.?o-agT.ia�al?E:P.i,4cFro-s`n�ixefshisdltartnt,ioaeslaam.,Ispa�ibi;edkirna?r,5errittmp€:mSssia:�Sa,�A�linct6aSsrs R�hcapTTprraB4Pe ,,, - � -
_FE8RUARY 14, 2012 Standard Gable End-Detail SHEET 2
MiTek USA,Inc. Page 2 of 2
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
0o Trusses @ 24" ox.
a o0
HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C.
(SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d
COMMON WIRE NAILS AND ATTACHED
MiTek USA, Inc. Roof Sheathing— TO BLOCKING WITH(5)-10d COMMONS.
Max.
IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR NAIL DIAGONAL BRACE-TO
THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO 16d NAILS
CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE
TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \
MAY RESULT FROM THE BRACING OF THE GABLE ENDS \
2X 4 PURLIN FASTENED TO FOUR TRUSSES
WITH TWO 16d NAILS EACH.FASTEN PURLIN
\ TO BLOCKING W/TWO 16d NAILS(MIN)
Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES-
at 1/3 points SUPPORTING THE BRACE AND THE TWO TRUSSES
if needed \ \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING
\ TO TRUSSES WITH(2)-10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO BLOCKING WITH
(5)-10d COMMON WIRE NAILS.
End Wall
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL-
METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS
FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAILING SCHEDULE.
METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB ALONG
MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL
NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE
AND SPECIES AS THE TRUSS VERTICALS
NAILING SCHEDULE:
FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL
MEMBERS WITH ONE ROW OF 10d(.131"X3")NAILS SPACED 6"O.C.
FOR WIND SPEEDS GREATER 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)NAIL ALL
MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X4 STUDS MINIMUM)
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1.
ALL BRACING METHODS SHOWN ON PAGE 1 ARE
/ VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD
VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
/ AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST
STRUCTURAL BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM
GABLE TRUSS / CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN
-IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY.
NOTE:THIS DETAIL IS TO BE USED ONLY FOR /
STRUCTURAL GABLES WITH INLAYED
STUDS.TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE. /
TO- A,
STANDARD /
GABLE TRUSS
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:3B BC A2 2100 b0.00'00 4G287DF'
F STANDARD PIGGYBACK
EBRUARY 14, 2012 ST-PIGGY-PLATE
TRUSS CONNECTION DETAIL
�0 ® MiTek USA,Inc. Page 1 of 1
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MiTek USA,Inc.
This detail is applicable for the following wind conditions:
ASCE 7-98,ASCE 7-02,ASCE 7-05, ASCE 7-10 Wind Standards under
all enclosure and exposure conditions as long as no uplift exceeds 377 lbs.
Refer to actual piggyback truss design drawing for uplifts.
NOTE:
This Detail is valid for one ply trusses spaced 24"o.c.or less.
PIGGYBACK TRUSS
Refer to actual truss design drawing for
additional piggyback truss information. Attach piggyback truss to the base truss with 3"x8"TEE-LOCK
Multi-Use connection plates spaced 48"o.c. Plates shall be
pressed into the piggyback truss at 48"o.c.staggered from each
-2Lface and nailed to the base truss with four(4)-6d(1.5"x0.099")
nails in each plate to achieve a maximum uplift capacity of 377 lbs.
at each 3"x8"TEE-LOCK Multi-Use connection plate.
(Minimum of 2 plates)
Attach each purlin to the top chord
of the base truss.
(Purlins and connection by others)
BASE TRUSS
Refer to actual truss design drawing
for additional base truss information.
SPACE PURLINS ACCORDING TO THE MAXIMUM
SPACING ON THE TOP CHORD OF THE BASE
TRUSS(SPACING NOT TO EXCEED 24"O.C.).
A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT.
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FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND2
MiTek USA,Inc. Page 1 of 1
GENERAL SPECIFICATIONS
O 00
000 1.NAIL SIZE=3"X0131"=10d
2.WOOD SCREW=4.5"WS45 USP OR EQUILIVANT
3.INSTALL SHEATHING TO TOP CHORD OF BASE TRUSSES.
MiTek USA,Inc. GABLE END,COMMON TRUSS 4.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND
OR GIRDER TRUSS SECURE TO BASE TRUSSES AS PER DETAIL A
5.BRACE VALLEY WEBS IN ACCORDANCE WITH THE
INDIVIDUAL DESIGN DRAWINGS.
• PER NDS-01
7.VALLEY ST.NAILINGOUDESPACING NOT TO EXCEED 48"O.C.
__II—__T I1_—_II
II II II II II II II II II II
II II II 11 II II II 11 II II
I I II II 11 II II II
11 II it II II I II
II II II II II II �I jl
II II II II II II II II
I I II II II It
11 II I II II
II II 11 II 11 II
II II 11 II II II
I I II II I I
i I II II 1I I'
II II II II
II �I II II
11
BASE TRUSSES
I
VALLEY TRUSS TYPICAL
1,
VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS
P 72 OR GIRDER TRUSS
SEE DETAIL
A BELOW(TYP.)
SECURE VALLEY TRUSS
W/ONE ROW OF 10d
NAILS 6"O.C.
WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH
WIND DESIGN PER ASCE 7-10 160 MPH
MAX MEAN ROOF HEIGHT=30 FEET
ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12
CATEGORY II BUILDING
ATTACH 2x4 CONTINUOUS NO.2 SYP EXPOSURE C
WIND DURATION OF LOAD INCREASE:1.60
TO THE ROOF W/TWO USP WS45(1/4"X 4.5") MAX TOP CHORD TOTAL LOAD=50 PSF
WOOD SCREWS INTO EACH BASE TRUSS. MAX SPACING=24"O.C.(BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
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FEBRUARY 14, 2012 TRUSSED VALLEY SET DETAIL ST-VALLEY HIGH WIND1
O(—J ® MiTek USA,Inc. Page 1 of 1
GENERAL SPECIFICATIONS
0 00
000 1.NAIL SIZE=3"X 0.131"=10d
2.WOOD SCREW=3"WS3 USP OR EQUIVALENT
DO NOT USE DRYWALL OR DECKING TYPE SCREW
MiTek USA,Inc. 3.INSTALL VALLEY TRUSSES(24"O.C.MAXIMUM)AND
SECURE PER DETAIL A
GABLE END,COMMON TRUSS 4•BRACE VALLEY WEBS IN ACCORDANCE WITH THE
OR GIRDER TRUSS INDIVIDUAL DESIGN DRAWINGS.
5.BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING-
, EQUILIVANT TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
6.NAILING DONE PER NDS-01
7.VALLEY STUD SPACING NOT TO EXCEED 48"O.C.
-- ------ -- --
II I II II II I' --
II
�� ❑ It
It II
ii N N
BASE TRUSSES
VALLEY TRUSS TYPICAL
d
VALLEY TRUSS TYPICAL GABLE END,COMMON TRUSS
p r12 OR GIRDER TRUSS
SEE DETAIL
A BELOW(TYP.)
SECURE VALLEY TRUSS WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH
N ONE ROW OF 10d WIND DESIGN PER ASCE 7-10 160 MPH
NAILS 6"O.C. MAX MEAN ROOF HEIGHT=30 FEET
ROOF PITCH=MINIMUM 3/12 MAXIMUM 6/12
ATTACH 2x4 CONTINUOUS NO.2 SYP CATEGORY II BUILDING TO THE ROOF W/TWO USP WS3(1/4"X 3") EXPOSURE C
WOOD SCREWS INTO EACH BASE TRUSS. WIND DURATION OF LOAD INCREASE:1.60
MAX TOP CHORD TOTAL LOAD=50 PSF
MAX SPACING=24"O.C.(BASE AND-VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF
ON THE TRUSSES
DETAIL A
NO SHEATHING <:
N.T.S. •
40,
1pA.
38 BCA2210D 00W 6146 i22 8Z.6�
i
;NOVEMBER 26, 2G14 TRUSSED VALLEY SET DETAIL ST-VALLEY
(HIGH WIND VELOCITY)
0= ® NOTE:VALLEY STUD SPACING NOT MiTek USA,Inc. Page 1 of 1
TO EXCEED 48"O.C.SPACING
O 00
0 00
a
MiTek USA,Inc.
FOR BEVELED BOTTOM
CHORD,CLIP MAY BE
APPLIED TO EITHER FACE
CLIP MAY BE APPLIED
TO THIS FACE UP TO
A MAXIMUM 6/12 PITCH
ATTACH VALLEY TRUSSES TO
LOWER TRUSSES WITH
USP RT7 OR EQUIVALENT
WIND DESIGN PER ASCE 7-98,ASCE 7-02,ASCE 7-05 146 MPH
WIND DESIGN PER ASCE 7-10 160 MPH
MAX MEAN ROOF HEIGHT=30 FEET
CATEGORY II BUILDING NON-BEVELED
EXPOSURE B or C BOTTOM CHORD
WIND DURATION OF LOAD INCREASE : 1.6
MAX TOP CHORD TOTAL LOAD=50 PSF
MAX SPACING=24"O.C. (BASE AND VALLEY)
SUPPORTING TRUSSES DIRECTLY UNDER
VALLEY-TRUSSES MUST BE DESIGNED
WITH A MAXIMUM UNBRACED LENGTH OF
2'-10"ON AFFECTED TOP CHORDS. NON-BEVELED
BOTTOM CHORD
NOTES: �q�tt1»l1118y�;��.
-SHEATHING APPLIED AFTER 0
INSTALLATION OF VALLEY TRUSSES °•++sbq so
-THIS.DETAIL IS NOT APPLICABLE FOR ;�+,�,4� •' + .u'44 0
SPF-S SPECIES LUMBER. " •• °* _ +`
CLIP MUST BE APPLIED ;4:�;• ����` '•yk:
TO THIS FACE WHEN �- `• ...vw
PITCH EXCEEDS 6/12.
(MAXIMUM 12/12 PITCH) •► + ',
�eac,cizziaao�coao�c�zs��os °
MAY 24, 2012 Standard Gable End Detail ST-GE190-SP
MiTek USA,Inc. Page 1
=Ell
Typical 2x4 L-Brace Nailed To
2x4 Verticals W/10d-Nails,6"o.c. Vertical Stud
0 00
0 0� Vertical Stud Stud (4)-16d Nails �R BRACE 2
Q—T �i
MiTek USA,Inc. 16d Nails
SECTION B-B Spaced 6"o.c.
DIAGONAL BRACE --�
4'-0'O.C.MAX (2)-10d Nails into 2x6 2X6 SP OR SPF No.2
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY. !\Typical Horizontal Brace
Nailed To 2x4 Verticais
w/(4)-10d Nails
12 SECTION A-A 2X4 SP OR SPF No.2
A Varies to Common Truss
* * PROVIDE 2x4 BLOCKING BETWEEN THE FIRST
SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING
A DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END.
Zi ** ATTACH DIAGONAL BRACE TO BLOCKING WITH
3x4= (5)-10d NAILS.
B B (4)-8d NAILS MINIMUM,PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
Diagonal Bracing ** -L-Bracing Refer
Refer to Section A-A to Section B-B
NOTE: 24"Max Roof Sheathing
1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND
WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. \�
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. 1'-O (2) 1^y
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT Max. I"
BRACING OF ROOF SYSTEM. / (2)-10d NAILS
4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF or SP No.3 /
OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C.
5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF
DIAPHRAM AT4'-0"O.C. �rUS s �a 24" O.C.
6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 AND A
2x4 AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL /
BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST GABLE STUD.
ATTACH TO VERTICAL GABLE STUDS WITH(4)10d NAILS THROUGH 2x4.
(REFER TO SECTION A-A) Diag. Brace
7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. at 1/3 points 2x6 DIAGONALBRACE SPACED
8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 48"O.C.ATTACHED TO VERTICAL WITH
9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR if needed
TYPE TRUSSES. (4)-16d NAILS, AND ATTACHED TO
BLOCKING WITH(5) 10d NAILS.
10.10d AND 16d NAILS ARE 0.131"X3.0"AND 0.131"X3.5"COMMON WIRE NAILS RESPECTIVELY. _
11.SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC.
2 DIAGONAL End Wall HORIZONTAL BRACE
Minimum Stud Without 2x4 DIAGONAL BRACES AT (SEE SECTION A-A)
Stud Size Spacing Brace L-Brace BRACE 1/3 POINTS
Species
and Grade Maximum Stud Length
2x4 SP No.3/Stud 12"O.C. 3-8-10 5-6-11 6-6-11 11-1-13
2x4 SP No.3/Stud 16"O.C. 3-3-10 4-9-12 6-6-11 9-10-15
2x4 SP No.3/Stud 24"O.C. 2-8-6 3-11-3 5-4-12 8-1-2
2x4 SP No.2 12"-O.C. 3-10-15 5-6-11 6-6-11 11-8-14
2x4 SP No.2 16"O.C. 3-6-11 4-9-12 6-6-11 10-8-0
2x4 SP No.2 24"O.C. 3-1-4 3-11-3 6-2-9 9-3-13
Diagonal braces over 6'-3"require a 2x4 T-Brace attached to �y�ill�id8p
one edge. Diagonal braces over 12'-6"require 2x4 1-braces �j
♦ -.a■�
9
attached to both edges. Fasten T and I braces to narrow edge . f
fdiagonal r wi h 1 nil in . . with in minimum ' Q'.
o brace t Od ash oc, t 3 u 0OO , �m
end distance. Brace must cover 90%of diagonal length.
T or I braces must be 2x4 SPF No.2 or SP No.2.
Boos
` ; m►,
• � - y,
MAX MEAN ROOF HEIGHT=30 FEET `. r' w.
EXPOSURE B or C
ASCE 7-10 190 MPH
STUD DESIGN IS BASED ON COMPONENTS AND CLADDING.
i
DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. !
SERIAL—
T .:.1
3B'BC A2 2i 00 00 0d 664C 12$7 DF.•
......... . _._...I..... :...:.......
August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2
O= ® MiTek USA,Inc. Page 1 of 1
Note:T-Bracing/I-Bracing to be used when continuous lateral bracing
oo is impractical.T-Brace/I-Brace must cover 90%of web length.
0 00
allote:This detail NOT to be used to convert T-Brace/I-Brace
webs to continuous lateral braced webs.
MiTek USA,Inc.
Nailing Pattern Brace Size
Ik--Brace size Nail Size Nail Spacing for One-Ply Truss
2x4 or 2x6 or 2x8 1 Od 6"o.c. Specified Continuous
Rows of Lateral Bracing
Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2
(On Two-Ply's Nail to Both Plies)
2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
2x6 2x6 T-Brace 2x6 I-Brace
2x8 2x8 T-Brace MI-Brace
Nails
Brace Size
for Two-Ply Truss
k
Specified Continuous
Ar Rows of-Lateral Bracing
_-A SPACING Web Size 1 2
k
2x3 or 2x4 2x4 T-Brace 2x4 I-Brace
k 2x6 2x6 T-Brace 2x6 I-Brace
WEB
2x8 2x8 T-Brace MI-Brace
k
-A T-Brace/I-Brace must-be same species
} T-BRACE and grade (or better) as web member.
Nails / Section Detail
T-Brace
Web
tee
V. ,:tQ� ►�,� .
%� rwi
Nails a �,. 6,F R!
Web-
I-Brace ,. 800�3
*
s 7F i t °
Nails/ °
Ifrrj*���w�•it•�� '4,�'i
3B BC. 2I tHt b 4C I2�87 DF•'
s
FEBRUARY 8, 2008 LATERAL BRACING RECOMMENDATIONS ST-STRGBCK
�0 ® MiTek USA,.Inc. Page 1 of 1
0 00
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
In 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
MiTek USA,Inc.
NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY
ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW.
NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF
THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS FROM END TO END, CONNECTED
WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS.
ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE
USE METAL FRAMING WEB WITH 3 SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK
ANCHOR TO ATTACH ( )-10d NAILS (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS)
TO TOP CHORD (0.131"x 3")
ATTACH TO VERTICAL
WEB WITH(3)-10d NAILS
(0.131"x 3")
BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD
VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3"
RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(. DIAM.)
NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD
-N7-��
USE METAL FRAMING ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE
ANCHOR TO ATTACH WEB WITH(3)-10d NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF
TO BOTTOM CHORD (0.131"x 3") (0.131"x 3") STRONGBACK(DO NOT USE
DRYWALL TYPE SCREWS).
TRUSS 2x6- 4-0-0 WALL BLOCKING
STRONGBACK (TYPICAL SPLICE) (BY OTHERS) (BY OTHERS)
- 1
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, ♦®�� 194Os�f
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY,USE A 4'-0"LONG ♦ +� 0� A°+*
SCAB CENTERED ON THE SPLICE AND JOINED WITH(12) 10d NAILS i4 yf�'`',•��,' 1V,� ' .
(0.131"x 3")EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d ' r, r
NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED.
(TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) '.
s 4t
�Mtr�,m�!..
JANUARY 28, 2015 LATERALTOE-NAIL DETAIL ST-TOENAIL_SP
a == ® MiTek USA,Inc. Page 1 of 1
NOTES:
u 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER
0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH-AND
0 0o EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN.
2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
MiTek USA,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES
FOR MEMBERS OF DIFFERENT SPECIES.
THIS DETAIL APPLICABLE TO THE
OE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nail) THREE END DETAILS SHOWN BELOW
DIAM. SP DF HF SPF SPF-S -
.131 88.0 80.6 69.9 68.4 59.7
p .135 93.5 85.6 74.2 72.6 63.4 VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
.162 108.8 99.6 86.4' 84.5 73.8
ai
z .128 74.2 67.9 58.9 57.6 50.3 SIDE VIEW
1 .131 75.9 69.5 60.3 59.0 51.1 2 NAILS
N .148 81.4 74.5 64.6 63.2 52.5
of NEAR SIDE
VALUES SHOWN ARE CAPACITY PER TOE-NAIL. NEAR SIDE
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-16d NAILS(.162"diam.x 3.5')WITH SPF SPECIES BOTTOM CHORD
For load duration increase of 1.15: SIDE VIEW SIDE VIEW
3(nails)X 84.5(lb/nail)X 1.15(DOL)=291.5 lb Maximum Capacity (2x4) 4 NA
3 NAILS 4 NAILS
NEAR SIDE NEAR SIDE
NEAR SIDE NEAR SIDE
NEAR SIDE NEAR SIDE
NEAR SIDE
ANGLE MAY
ANGLE MAY ANGLE MAY VARY FROM
VARY FROM VARY FROM 30°TO 60°
30,TO 60° 30,TO 60°
45.00° \ __ 45.00°
fa
'�ERI.AL
March 4, 2013 UPLIFT TOE-NAIL-DETAIL ST-TOENAIL UPLIFT
MiTek USA,Inc. Page 1 of 1
U�u
0 0o THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING
O 00 UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE
a FOR LOADS IN OTHER DIRECTIONS.
MiTek USA, Inc.
END VIEW
SIDE VIEW
0.00,
TOP PLATE
OF W LL 1"FOR 3"NAIL
NEAR SIDE 1-1/16"FOR 3.25"NAIL
NEAR SIDE L 1-3/16"FOR 3.5"NAIL
VIEWS SHOWN ARE FOR
FAR SIDE ILLUSTRATION PURPOSES ONLY
TOE-NAIL WITHDRAWAL VALUES PER NDS 2005(lb/nail)
DIAM. I SP DF HF SPF SPF-S
C7 .131 59 46 32 30 20 NOTES:
p 135 60 48 33 30 2p 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES
WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE
.162 72 58 39 37 25 NAIL FROM THE MEMBER END AS SHOWN.
2-THE END DISTANCE,EDGE DISTANCE,AND.SPACING OF
J m NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING
F z .128 54 42 2g 27 19 OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH
w .131 55 43 J29 28 19 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN
J .148 62 48 34 31 21 THE CONNECTION.
J N
z co
0 .120 51 39 27 26 1 17
O .128 49 38 26 25 17
o .131 51 39 27 26 17
co .148 57 44 31 28 20
VALUES SHOWN ARE CAPACITY PER TOE-NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE
For Wind DOL of 1.33:
3(nails)X 37(lb/nail)X 1.33(DOL for wind)=148 lb Maximum Allowable Uplift Reaction Due To Wind
............................_.._...__._._......
For Wind DOL of 1.60: -
3(nails)X 37(lb/nail)X 1.60(DOL for wind)=177 lb Maximum Allowable Uplift Reaction Due To Wind
If the uplift reaction specified on the Truss Design 4<` (} ,.•°"te• �oar�
Drawing exceeds 147 Ibs(177 Ibs)Building Designer 4"` 'e�.•�� + •'° '�
is responsible to specifiy a different connection.
80.083
"'USE(3)TOE-NAILS ON 2x4 BEARING WALL * "r
"'USE(4)TOE-NAILS ON 2x6 BEARING WALLzz
Au
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FESRUARY 5, 2016 TYP 2x2 NAILER ATTACHMENT ST-2x2 NAILING
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
AXROOF TRUSSES
4451 ST.LUCIE BLVD.
FORT PIERCE,FL 34946 MAX LOAD: 55 psf Roof Load, 170 mph, ASCE
772-409-1010
7-10, 29'-0" Mean Height, Exp. B, C or D.
�O
Ac�Q
2� 2x4 SP No. 2 (Min)
o°
o°
o°
o°
1 .5x4
2x2 S P No. 3 44"
1 .5 X 4 eat�0-
n
Via,sc�z21ao66Moa4C12sip
TYPICAL ALTERNATE BRACING DETAIL
April 11, 2016 FO EXTERIOR FLAT GIRDER TRUSS ST-FLAT GIR BRAG A-1 ROOF TRUSSES
4451 ST.LUCIE BLVD. 12
FORT PIERCE,FL 34946
772-409-1010
VARIES
(4) 12d
TRUSS 2411 O.C. (4) 12d
MAX 3011 (2'-611)
UPLIFT CONNECTION
(SEE ROOF TRUSS) 2x6 #2 SP (Both Faces)
24If O.C.
EXTERIOR FLAT SIMPSON H5
GIRDER
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OQ 1'OBER 15, 2014 STANDARD REPAIR DETAIL FOR BROKEN CHORDS,WEBS ST-REP01 Al
' AND DAMAGED OR MISSING CHORD SPLICE PLATES
00 ® MiTek USA,Inc. Page 1 of 1
O MAXIMUM FORCE(Ibs)15%LOAD DURATION
NAILS EACH SIDE
0 0o OF BREAK* X SP DF SPF HF
INCHES
2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6 2x4 2x6
MiTek USA,Inc.
20 30 24" 1706 2559 1561 2342 1320 1980 1352 2028
26 39 30" 2194 3291 2007 3011 1697 2546 1738 2608
32 48 36" 2681 4022 2454 3681 2074 3111 2125 3187
38 57 42" 3169 4754 2900 4350 2451 3677 2511 3767
44 66 48" 3657 5485 3346 5019 2829 4243 2898 4347
*DIVIDE EQUALLY FRONT AND BACK
ATTACH 2x SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH
FACE OF THE TRUSS(CENTER ON BREAK OR SPLICE)WITH 10d NAILS
(TWO ROWS FOR 2x4,THREE ROWS FOR 2x6)SPACED 4"O.C.AS SHOWN.(.1 31"dia.x 3")
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 0-2-0 O.C.
SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE.
THE LENGTH OF THE BREAK(C)SHALL NOT EXCEED 12".(C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REQUIRED(L)IS CALCULATED AS FOLLOWS:
L=(2)X+C
L
G
BREAK
3 l\ypl
10d NAILS NEAR SIDE
+10d NAILS FAR SIDE
\N TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
X"MIN 6"MIN
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE REQUIRED X DIMENSION FROM ANY
PERIMETER BREAK OR=HEEL JOINT AND A MINIMUM OF 6"FROM ANY INTERIOR JOINT(SEE SKETCH ABOVE)
-DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS.REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN.THIS REPAIR DOES
NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED.THE ENTIRE TRUSS
SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REQUIRED.WHEN THE REQUIRED
REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR. p��y,l���.
3. THE END DISTANCE,EDGE DISTANCE AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID *`��" `{� T9odb'I
UNUSUAL SPLITTING OF THE WOOD.
4. WHffN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID q% q'•e° �j :� •e ��,
LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES. ref �v W' "�..
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2x ORIENTATION ONLY. 36. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS. �D � '
• w �7
aiz ar e�`i nn ni nn ran z€r'i u i€i1
March 4, 2013 SCAB APPLIED OVERHANGS ST-REP13A7
MiTek USA,inc. Page 1 of 1 •
TRUSS-CRITERIA:
LOADING: 40-10-0-10
0 0o DURATION FACTOR: 1.15
SPACING:24"O.C.
TOP CHORD:2x4 OR 2x6 .
PITCH:4/12-12/12
MiTek USA, Inc. HEEL HEIGHT:STANDARD HEEL UP TO 12"ENERGY HEEL
END BEARING CONDITION _
NOTES:
1.ATTACH 2x_SCAB(MINIMUM NO.2 GRADE SPF, HF,SP, DF)TO ONE FACE OF
TRUSS WITH TWO ROWS OF 10d COMMON WIRE NAILS(.148"DIA.x 3")SPACED
6"O.C.
2.THE END DISTANCE, EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3.WHEN NAILING THE SCABS,THE USE OF A BACKUP WEIGHT IS RECOMMENDED
TO AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2x SCAB
(L) (2.0 x L)
24" MAX 24" M I N
NOTE:TRUSS BUILT WITHOUT AN OVERHANG.
THIS DETAIL IS NOT TO BE USED WHEN
OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
This detail to be used only with trusses(spans less than 40')spaced
24"o.c. maximum and having pitches between 4/12 and 12/12 and
total top chord loads not exceeding 50 psf.
Trusses not fitting these criteria should be examined individually.
REFER TO INDIVIDUAL TRUSS DESIGN b4
FOR PLATE SIZES AND LUMBER GRADES40 ? ;•°"""•�+
844���
vs
t,�"
�.
OW
�blllfl''Its .
SER
-Ja 01-'ec <�tnrrnri'nn'nii'si +�o-nC'
REPAIR REQUESTS
When sending in repair rbquests,please use engineering sheets to describe issue or damage, and email to design@altruss.com.
NOTE: It is appreciated if actual pictures of the damage or problem are included with the engineering sheet, but pictures by themselves are usually not very
helpful. Engineering sheets with the damage or issue noted are required.
1. If there are any special circumstances (sheeted, trades in, etc.) please make sure you note it on the drawing or email request.
2. We cannot provide sealed drawings for"field built"trusses.
2. See details below.
ALTTMOVED BEARIPNG CONDITION' TRISSS i 1ODIFICATiO11
BREAKS: Use aline.o'note `P41SSING!DAMAGED PLATES: �F In ps is;[,r I i d n�rt;to ar J'be�
Draw in new location o€bear€ng a'nd
the exact locatron of the break C;irde.pfate that;needs as di ta-ed as possibid;arin,prnvide
l pravi 16 ditt ension e-„ries.ded
r °. v, SaS:ne
4z6 II x3 11 3x3— FP= 3z3 II 3x4f- T1.5x4 Il' 1.5x4'If
:menss�n adedi
5x6=
1 2 3- 4 :6 7 8" 10 11 12
1 b,
4;::
fi Y
o- r
22 21 20 19 i 16 17 16 15 14 1/2" 3
C�3x6= 3x6;FP= 3x4=. 3x3= 4x6- TOO 'LONG b
1.5x4 11 3x6= 1.5z4 11 'f.5x4..11 j2, ,
4
MEMBER SPLIT
l�ei�o e exact locatio-n cE edit ,;;t1 S£ EAI� i 4e a line tc ride
::provide an alp sioxirr7 xt length; the:a<act;loeaf can pf'thE breaE,
.PMIISSING PIECE If there are
niuft ple broaks resulting in a 3x�"� 3x4
MISSING lDAMAGEDPLATES:
section miss*tng
' 7Oitcie late that Heads atidres ✓d.
3x& p.
5x4 �` ` Y 8
3 W3 W
�� 2